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Home My WebLink About211 - 430 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 211 October 10, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/03/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28" Total Cubic Yards Placed: 460 Air Range(%) 4.5-7.5 Weather/Temperature Partly Cloudy/70's Temperature(°F) 50-90 Placement Location: 1 st floor slab on deck pour 3 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) H-68 4789968 85908386 12:19 1:12 32 4.9 73 140.5 - Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85908386 Lab ID 1386 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 75600 102450 104890 105380 Compressive Strength(psi) 6020 8150 8350 8390 Test Date 10/10/08 10/31/08 10/31/08 10/31/08 Test Age 7 28 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 212 October 10, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/03/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28" Total Cubic Yards Placed: 460 Air Range(%) 4.5-7.5 Weather/Temperature Partly Cloudy/70's Temperature(°F) 50-90 Placement Location: 1 st floor slab on deck pour 3 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) H.5-60 4780140 85813253 1:00 2:19 24 5.7 68 140.0 - Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5813253 Lab ID 1387 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 74940 101160 98220 100830 Compressive Strength(psi) 5960 8050 7820 8020 Test Date 10/10/08 10/31/08 10/31/08 10/31/08 Test Age 7 28 28 28 Type of Fracture T6 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 213 October 10, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/03/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28" Total Cubic Yards Placed: 460 Air Range(%) 4.5-7.5 Weather/Temperature Partly Cloudy/70's Temperature(°F) 50-90 Placement Location: 1 st floor slab on deck pour 3 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) D.3/61.5 V3 85908391 1:30 2:38 22 6.3 74 139.4 - Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85908391 Lab ID 1388 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 78430 110360 108710 105840 Compressive Strength(psi) 6240 8780 8650 8420 Test Date 10/10/08 10/31/08 10/31/08 10/31/08 Test Age 7 28 28 28 Type of Fracture T2 T2 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 214 October 13, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/06/08 Specifications Concrete Placed By: PCL Required Strength(psi) 5000 Concrete Supplier/Mix ID: B&B Excavating/37042550 Slump Range(in.) 3-8 Total Cubic Yards Placed: 60 Air Range(%) 4.5-7.5 Weather/Temperature Clear/60's Temperature(°F) 50-90 Placement Location: Topping slab,upper level garage, Pre-cast area#4 Ramp Methods Employed: Pumped Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 29/G 6038 32127292 6:59 7:45 7 5.2 68 141.6 - Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127292 Lab ID 1409 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 62230 78630 75370 Compressive Strength(psi) 4950 6260 6000 Test Date 10/13/08 11/03/08 11/03/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 215 October 14, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/07/08 Specifications Concrete Placed By: PCL Required Strength(psi) 5000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 3-8 Total Cubic Yards Placed: 45 Air Range(%) 4.5-7.5 Weather/Temperature Clear/60's Temperature(°F) 50-90 Placement Location: Upper Level Garage/Ramp,topping slab,precast area#4,pour#4 Methods Employed: Pumped Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 44/BB 6042 32127333 8:16 9:55 5 5.7 71 140.0 - Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127333 Lab ID 1410 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 45960 66210 69400 Compressive Strength(psi) 3660 5270 5520 Test Date 10/14/08 11/04/08 11/04/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments The pump was primed on the slab Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 216 October 10, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/10/08 Specifications Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 3-8 Total Cubic Yards Placed: 245 Air Range(%) 4.5-7.5% Weather/Temperature Clear/60's Temperature(°F) 50-90 Placement Location: Level 2,pour 1, Post Tension Deck Methods Employed: Pumped Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline KKK/66 6036 32127479 7:50 8:15 7 5.5 71 - - Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127479 Lab ID 1447 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 59640 85860 80770 Compressive Strength(psi) 4750 6830 6430 Test Date 10/17/08 11/07/08 11/07/08 Test Age 7 28 28 Type of Fracture T5 T 5 T 5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 217 October 10, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/10/08 Specifications Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 3-8 Total Cubic Yards Placed: 245 Air Range(%) 4.5-7.5% Weather/Temperature Clear/60's Temperature(°F) 50-90 Placement Location: Level 2,pour 1, Post Tension Deck Methods Employed: Pumped Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline MMM/57 6037 32127495 9:14 10:10 7 1/2 6.2 70 - 5 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127495 Lab ID 1448 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 57540 81810 81800 Compressive Strength(psi) 4580 6510 6510 Test Date 10/17/08 11/07/08 11/07/08 Test Age 7 28 28 Type of Fracture T3 T 3 T 5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 218 October 10, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/10/08 Specifications Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 3-8 Total Cubic Yards Placed: 245 Air Range(%) 4.5-7.5% Weather/Temperature Clear/60's Temperature(°F) 50-90 Placement Location: Level 2,pour 1, Post Tension Deck Methods Employed: Pumped Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 68/ZZ 6093 32127510 10:48 11:45 6 1/2 6.1 68 - 5 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127510 Lab ID 1449 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 57280 75280 78620 Compressive Strength(psi) 4560 5990 6260 Test Date 10/17/08 11/07/08 11/07/08 Test Age 7 28 28 Type of Fracture T6 T 5 T 5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 219 October 10, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/10/08 Specifications Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 3-8 Total Cubic Yards Placed: 245 Air Range(%) 4.5-7.5% Weather/Temperature Clear/60's Temperature(°F) 50-90 Placement Location: Level 2,pour 1, Post Tension Deck Methods Employed: Pumped Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline XX/60 6036 32127527 12:35 1:15 7 1/4 5.7 71 - 5 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127527 Lab ID 1450 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 60500 78380 77930 Compressive Strength(psi) 4810 6240 6200 Test Date 10/17/08 11/07/08 11/07/08 Test Age 7 28 28 Type of Fracture T5 T 5 T 5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 220 October 10, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/10/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge I.D. RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 10 Air Range(%) 4-6 Weather/Temperature Clear/60's Temperature(°F) 50-90 Placement Location: Columns, Level 1, Pour 3 Methods Employed: Crane/Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) #483 640 85908490 1:30 2:35 27 4.2 70 - Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85908490 Lab ID 1451 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 81030 109700 107680 Compressive Strength(psi) 6450 8730 8570 Test Date 10/17/08 11/07/08 11/07/08 Test Age 7 28 28 Type of Fracture T5 T 5 T 5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 221 October 10, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/10/08 Specifications Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating#37042477 Slump Range(in.) 3-8 Total Cubic Yards Placed: 245 Air Range(%) 4.5-7.5% Weather/Temperature Clear/60's Temperature(°F) 50-90 Placement Location: Level 2, Pour 1, Post Tension Deck Methods Employed: Pumped Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlne PP/56 6091 32127545 2:09 2:56 7 3/4 6.7 70 - 5 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127545 Lab ID 1452 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 51860 82160 79320 Compressive Strength(psi) 4130 6540 6310 Test Date 10/17/08 11/07/08 11/07/08 Test Age 7 28 28 Type of Fracture T5 T 5 T 5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 222 October 10, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/10/08 Specifications Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating#37542350 Slump Range(in.) 3-8 Total Cubic Yards Placed: 10 Air Range(%) 4.5-7.5% Weather/Temperature Clear/60's Temperature(°F) 50-90 Placement Location: Level 2, Pour 1, Post Tension Deck Methods Employed: Pumped Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlne FF/60 6003 32127553 2:42 3:42 10 - 67 - 25 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127553 Lab ID 1453 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 60110 76050 71880 92080 Compressive Strength(psi) 4780 6050 5720 7330 Test Date 10/17/08 11/07/08 11/07/08 12/05/08 Test Age 7 28 28 56 Type of Fracture T5 T 5 T 5 T5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 223 October 13, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/13/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge I.D. RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 17 Air Range(%) 4-6 Weather/Temperature Clear/60's Temperature(°F) 50-90 Placement Location: Columns Level 1, pour 3 Methods Employed: Crane/Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) #492 612 85908507 1:37 2:45 27 4.2 66 - 8 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85908507 Lab ID 1454 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 66500 104240 104270 Compressive Strength(psi) 5290 8300 8300 Test Date 10/20/08 11/10/08 11/10/08 Test Age 7 28 28 Type of Fracture T5 T 5 T 5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 224 October 14, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/14/08 Specifications Concrete Placed By: PCL Required Strength(psi) 5000 Concrete Supplier/Mix ID: B&B Excavating#37042550 Slump Range(in.) 3-8 Total Cubic Yards Placed: 70 Air Range(%) 4.5-7.5 Weather/Temperature Clear/60's Temperature(°F) 50-90 Placement Location: Upper Level garage topping slab pour#3 Methods Employed: Pumped Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 48/L 6093 32127590 7:03 8:35 7 1/4 6.2 60 - 15 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127590 Lab ID 1455 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 56790 70610 66530 Compressive Strength(psi) 4520 5620 5290 Test Date 10/21/08 11/11/08 11/11/08 Test Age 7 28 28 Type of Fracture T 6 T 6 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 225 October 14, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/14/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge Mix I.D. RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 23 Air Range(%) 4.5 to 7.5% Weather/Temperature Clear/60's Temperature(°F) 50-90 Placement Location: Columns, Level 1, Pour 3 Methods Employed: Crane/bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) #489 024 85908525 1:50 2:35 21 4.0 72 - 8 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85908525 Lab ID 1456 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 74150 108830 100840 Compressive Strength(psi) 5900 8660 8020 Test Date 10/21/08 11/11/08 11/11/08 Test Age 7 28 28 Type of Fracture T5 T 5 T 5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 226 October 15, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/15/08 Specifications Concrete Placed By: PCL Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 3-8 Total Cubic Yards Placed: 130 Air Range(%) 4.5-7.5 Weather/Temperature Clear/60's Temperature(°F) 50-90 Placement Location: Slab on Grade Pour 11 & 12 Methods Employed: Pumped Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 4.5/BGGG.6 0 32127658 7:35 8:30 6 1/4 5.0 70 - 10 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127658 Lab ID 1457 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 49600 70340 65310 Compressive Strength(psi) 3950 5600 5200 Test Date 10/22/08 11/12/08 11/12/08 Test Age 7 28 28 Type of Fracture T5 T 5 T 5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 227 October 15, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/15/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge Mix I.D. RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 7 Air Range(%) 4.5 to 7.5% Weather/Temperature Clear/50's Temperature(°F) 50-90 Placement Location: Level 2, Pour#1,columns Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) #456 612 85908544 14:30 15:00 28 4.1 66 - - Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85908544 Lab ID 1459 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 105820 154720 148760 Compressive Strength(psi) 8420 12310 11840 Test Date 10/22/08 11/12/08 11/12/08 Test Age 7 28 28 Type of Fracture T 5 T 3 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 228 October 15, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/15/08 Specifications Concrete Placed By: PCL Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 3-8 Total Cubic Yards Placed: 130 Air Range(%) 4.5-7.5 Weather/Temperature Sunny/55 Degrees F Temperature(°F) 50-90 Placement Location: Slab on Grade-Garage Tunnel-Pour 11 & 12-Gridline BGGG.6 at 4.5 Methods Employed: Boom Pump Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Garage Tunnel Gridline BGGG.6 at 4.5 6037 32127698 11:26 12:25 7 1/2 6.75 59 141.3 - Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127698 Lab ID 1458 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 54540 79660 82660 Compressive Strength(psi) 4340 6340 6580 Test Date 10/22/08 11/12/08 11/12/08 Test Age 7 28 28 Type of Fracture T 3 T 5 Additional Comments We sampled from the chute of the truck. Field Technician Derek Richards Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 229 October 16, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/16/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37542350 Flowcon Slump Range(in.) 22-28 Total Cubic Yards Placed: 6 1/2 Air Range(%) No Air Weather/Temperature Clear/70's Temperature(°F) 50-90 Placement Location: Level 2,Columns Pour#1 Methods Employed: Crane/bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) #458 6092 32127748 1:26 2:45 29 1.0 70 - 5 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127748 Lab ID 1464 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 68550 89200 92660 Compressive Strength(psi) 5460 7100 7370 Test Date 10/23/08 11/13/08 11/13/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 230 October 21, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/21/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 6 Air Range(%) 0-3% Weather/Temperature Raining/42 Degrees F Temperature(°F) 50-90 Placement Location: Third level,Columns 459,446,and 445 Methods Employed: 3 yard bucket&crane Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 445 4780612 85908601 1:33 2:45 26 1/2 4.9 60 142.8 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85908601 Lab ID 1530 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 53750 99830 98940 Compressive Strength(psi) 4280 7940 7870 Test Date 10/28/08 11/18/08 11/18/08 Test Age 7 28 28 Type of Fracture T3 T 5 T 6 Additional Comments We sampled at tailgate of concrete truck. Field Technician Derek Richards Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 231 October 21, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/21/08 Specifications Concrete Placed By: PCL Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating#37042550 Slump Range(in.) 3-8 Total Cubic Yards Placed: 35 Air Range(%) 4.5-7.5 Weather/Temperature Clear/40's Temperature(°F) 50-90 Placement Location: Slab on Grade pour#10, Bottom of precast ramp Methods Employed: pumped Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) gridline VV.5-11 6038 32127833 6:54 7:59 7 1/2 8.0 61 - 8 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127833 Lab ID 1534 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 50810 66940 63780 Compressive Strength(psi) 4040 5330 5080 Test Date 10/28/08 11/18/08 11/18/08 Test Age 7 28 28 Type of Fracture T 5 T 5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 232 October 22, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/22/08 Specifications Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating#37042477 Slump Range(in.) 3-8 Total Cubic Yards Placed: 200 Air Range(%) 4.5-7.5 Weather/Temperature Clear Temperature(°F) 50-90 Placement Location: Level 2,pour 2, Post Tension Deck Methods Employed: pumped Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline Y/57 6038 32127899 7:03 8:10 7 5.2 50 - 10 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127899 Lab ID 1468 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 34750 46190 78250 81120 Compressive Strength(psi) 2770 3680 6230 6460 Test Date 10/25/08 10/27/08 11/19/08 11/19/08 Test Age 3 5 28 28 Type of Fracture T5 T5 T 5 T 5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 233 October 22, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/22/08 Specifications Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating#37042477 Slump Range(in.) 3-8 Total Cubic Yards Placed: 200 Air Range(%) 4.5-7.5 Weather/Temperature Clear/50's Temperature(°F) 50-90 Placement Location: Level 2,pour 2, Post Tension Deck Methods Employed: pumped Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline HH/65 6039 32127911 8:35 9:16 9 6.1 57 - 8 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127911 Lab ID 1469 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 33140 46860 76630 80750 Compressive Strength(psi) 2640 3730 6100 6430 Test Date 10/25/08 10/27/08 11/19/08 11/19/08 Test Age 3 5 28 28 Type of Fracture T5 T5 T 5 T 5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 234 October 22, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/22/08 Specifications Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating#37042477 Slump Range(in.) 3-8 Total Cubic Yards Placed: 200 Air Range(%) 4.5-7.5 Weather/Temperature Clear/50's Temperature(°F) 50-90 Placement Location: Level 2,pour 2, Post Tension Deck Methods Employed: pumped Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 51/GG 6092 32127917 9:15 10:35 10 7.4 60 - 13 Notification of field test results: Jeff with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32127917 Lab ID 1470 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 35210 72040 74370 Compressive Strength(psi) 2800 5730 5920 Test Date 10/25/08 11/19/08 11/19/08 Test Age 3 28 28 Type of Fracture T5 T 5 T 5 Additional Comments Field Technician Nate Fintel Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 235 October 27, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/27/08 Specifications Concrete Placed By: PCL Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating#37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 60 Air Range(%) 4.5-7.5 Weather/Temperature Sunny/40's Temperature(°F) 50-90 Placement Location: Lower Basement slab on grade,pour 13& 14 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 23/HHH.5 6092 32128039 7:34 8:27 7 1/4 5.8 64 140.8 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128039 Lab ID 1482 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 58750 77930 74950 Compressive Strength(psi) 4680 6200 5960 Test Date 11/03/08 11/24/08 11/24/08 Test Age 7 28 28 Type of Fracture T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 236 October 27, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/27/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge/RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 90 Air Range(%) 0-3 Weather/Temperature Sunny/60's Temperature(°F) 50-90 Placement Location: Upper Basement(1-1.5)-(HHH-UUU) Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 1.1/RRR V610 85908607 10:40 11:04 24 5.7 60 140.0 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85908607 Lab ID 1481 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 52710 111210 110640 Compressive Strength(psi) 4190 8850 8800 Test Date 10/30/08 11/24/08 11/24/08 Test Age 3 28 28 Type of Fracture T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 237 October 27, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/27/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge/RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 90 Air Range(%) 0-3 Weather/Temperature Sunny/60's Temperature(°F) 50-90 Placement Location: Upper Basement(1-1.5)-(HHH-UUU) Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 1.3/QQQ 4780024 85908615 12:10 12:57 25 5.0 68 141.4 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85908615 Lab ID 1480 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 54440 114070 125470 Compressive Strength(psi) 4330 9080 9980 Test Date 10/30/08 11/24/08 11/24/08 Test Age 3 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 238 October 28, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/28/08 Specifications Concrete Placed By: PCL Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 120 Air Range(%) 4.5-7.5 Weather/Temperature Sunny/30's Temperature(°F) 50-90 Placement Location: Lower basement pours 13B& 14B Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline QQ/B40.3 0 32128043 6:40 8:09 7 1/2 5.8 60 140.1 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128043 Lab ID 1491 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 53030 63810 59190 Compressive Strength(psi) 4220 5080 4710 Test Date 11/04/08 11/25/08 11/25/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 239 October 28, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/28/08 Specifications Concrete Placed By: PCL Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 120 Air Range(%) 4.5-7.5 Weather/Temperature Sunny/50's Temperature(°F) 50-90 Placement Location: Lower basement pours 13B& 14B Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline BAAA.2/27.8 6091 32128106 8:38 9:51 9 1/4 6.4 67 139.2 15 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128106 Lab ID 1494 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 54870 72760 71380 Compressive Strength(psi) 4370 5790 5680 Test Date 11/04/08 11/25/08 11/25/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 240 October 28, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/28/08 Specifications Concrete Placed By: PCL Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 155 Air Range(%) 4.5-7.5 Weather/Temperature Sunny/60's Temperature(°F) 50-90 Placement Location: Terrace Level pre-cast Area 4,topping slab Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline Y-34 6038 32128119 10:32 11:04 9 5.5 68 140.4 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128119 Lab ID 1493 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 50980 62370 67590 Compressive Strength(psi) 4060 4960 5380 Test Date 11/04/08 11/25/08 11/25/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 241 October 28, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/28/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 7 Air Range(%) 0-3% Weather/Temperature Sunny/60's Temperature(°F) 50-90 Placement Location: 2nd Level Columns 464,465,473,478,&479 Methods Employed: A crane&a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 465 4780811 85908627 1:30 2:57 13 6.3 71 140.1 30 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85908627 Lab ID 1492 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 64870 120480 117800 Compressive Strength(psi) 5160 9590 9370 Test Date 11/04/08 11/25/08 11/25/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 242 October 29, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/29/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge/RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 8 1/2 Air Range(%) 4.5-7.5 Weather/Temperature Clear/50's Temperature(°F) 50-90 Placement Location: Level 2-Columns 466,477,475,585,472,471 Methods Employed: A bucket and a crane Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 477 4789968 85908650 1:31 2:50 28 4.5 65 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85908650 Lab ID 1499 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 83040 114470 116670 Compressive Strength(psi) 6610 9110 9280 Test Date 11/05/08 11/26/08 11/26/08 Test Age 7 28 28 Type of Fracture T 5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 243 October 30, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 10/30/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge/RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 43 Air Range(%) 0-3 Weather/Temperature Sunny/60's Temperature(°F) 50-90 Placement Location: Shear Wall 6,Level 2-Columns 311,312, 314,315,318,313 upper basement Methods Employed: A bucket and a crane Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 4'south of nortneast corner of SW6 4780810 85908663 12:45 1:29 26 6.3 69 139.6 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85908663 Lab ID 1500 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 93990 148560 152620 Compressive Strength(psi) 7480 11820 12150 Test Date 11/06/08 11/27/08 11/27/08 Test Age 7 28 28 Type of Fracture T 5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 244 November 5, 2008 Mr. David Williams On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/05/08 Specifications Concrete Placed By: PCL Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating/37042250 Slump Range(in.) Max 8" Total Cubic Yards Placed: 60 Air Range(%) 4.5-7.5 Weather/Temperature Snowy/27 Degrees F Temperature(°F) 50-90 Placement Location: Slab on Grade-Gridlines BEE.9-BTT.9, 11-23 Methods Employed: Boom pump 4"line Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines YY 18 0 32128385 7:15 8:30 8 1/4 7.4 60 142.3 20 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128385 Lab ID 1562 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 38330 54440 51520 Compressive Strength(psi) 3050 4330 4100 Test Date 11/12/08 12/03/08 12/03/08 Test Age 7 28 28 Type of Fracture T 6 T 6 T 5 Additional Comments Field Technician Derek Richards Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 245 November 5, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/05/08 Specifications Concrete Placed By: PCL Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating/37042250 Slump Range(in.) Max 8" Total Cubic Yards Placed: 28 Air Range(%) 4.5-7.5 Weather/Temperature Snowy/30 Degrees F Temperature(°F) 50-90 Placement Location: Footings 1201, 1200, 1199,and 1198-Gridlines QQ-NN,7-9 Methods Employed: Boom pump 4"line Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines QQ.8 0 32128400 10:13 11:30 6 1/4 7.0 58 142.9 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128400 Lab ID 1557 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 61090 77570 77850 Compressive Strength(psi) 4860 6170 6200 Test Date 11/12/08 12/03/08 12/03/08 Test Age 7 28 28 Type of Fracture T 5 T 3 T 5 Additional Comments Field Technician Derek Richards Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 246 November 7, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/07/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: LaFarge/RMXAGv65GF8 Slump Range(in.) 22-26 Total Cubic Yards Placed: 28 Air Range(%) 0-3 Weather/Temperature Cloudy/25 degrees Temperature(°F) 50-90 Placement Location: Terrace Level Pour 2 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) BQQQ.4-42.4 4780639 85908719 9:15 10:05 26 5.7 67 140.8 Notification of field test results: Andy with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85908719 Lab ID 1568 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 82770 120930 118090 Compressive Strength(psi) 6590 9620 9400 Test Date 11/14/08 12/05/08 12/05/08 Test Age 7 28 28 Type of Fracture T 5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 247 November 7, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/07/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: LaFarge/RMXAGV65GF8 Slump Range(in.) 22-26 Total Cubic Yards Placed: 210 Air Range(%) 0-3 Weather/Temperature Cloudy/15 Temperature(°F) 50-90 Placement Location: Terrace Level Pour 2 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 34, BGGG.9 4789968 85908725 10:07 11:07 29 2.1 68 138.9 5 Notification of field test results: Jeff and Andrew with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85908725 Lab ID 1565 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 86830 118410 109160 Compressive Strength(psi) 6910 9420 8690 Test Date 11/14/08 12/05/08 12/05/08 Test Age 7 28 28 Type of Fracture T 5 T5 T5 Additional Comments Field Technician Derek Richards Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 248 November 7, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/07/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: LaFarge/RMXAGV65GF8 Slump Range(in.) 22-26 Total Cubic Yards Placed: 210 Air Range(%) 0-3 Weather/Temperature Cloudy/15 Temperature(°F) 50-90 Placement Location: Terrace Level Pour 2 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) B34.5-BEEE.9 4789968 85814004 12:49 2:55 27 1.8 64 139.3 Notification of field test results: Jeff and Andrew with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814004 Lab ID 1567 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 82260 118430 118560 Compressive Strength(psi) 6550 9420 9430 Test Date 11/14/08 12/05/08 12/05/08 Test Age 7 28 28 Type of Fracture T 6 T5 T5 Additional Comments Field Technician Derek Richards Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 249 November 7, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/07/08 Specifications Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: LaFarge/RMXAGV65GF8 Slump Range(in.) 22-26 Total Cubic Yards Placed: 210 Air Range(%) 0-3 Weather/Temperature Cloudy/15 Temperature(°F) 50-90 Placement Location: Terrace Level Pour 2 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 42.4-BGGG.9 V313 85814012 1:50 3:40 29 1.7 64 140.1 Notification of field test results: Jeff and Andrew with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814012 Lab ID 1566 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 83330 129180 124640 Compressive Strength(psi) 6630 10280 9920 Test Date 11/14/08 12/05/08 12/05/08 Test Age 7 28 28 Type of Fracture T 5 T5 T5 Additional Comments Field Technician Derek Richards Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 250 November 7, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/07/08 Specifications Concrete Placed By: PCL Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B 35542430 Slump Range(in.) 3-5 Total Cubic Yards Placed: 100 Air Range(%) 4.5-7.5 Weather/Temperature Cloudy/10-20 Degrees F Temperature(°F) 50-90 Placement Location: Footers at BRR.7-12, B17.7,and 23 Methods Employed: Crane&bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline TT-11.5 - 32128482 1:10 2:33 4 1/4 6.3 65 139.4 - Notification of field test results: Jeff and Andrew with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128482 Lab ID 1563 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 42010 55170 54730 Compressive Strength(psi) 3340 4390 4360 Test Date 11/14/08 12/05/08 12/05/08 Test Age 7 28 28 Type of Fracture T 3 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 251 November 7, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/07/08 Specifications Concrete Placed By: PCL Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B 35542430 Slump Range(in.) 3-5 Total Cubic Yards Placed: 100 Air Range(%) 4.5-7.5 Weather/Temperature Cloudy/10-20 Degrees F Temperature(°F) 50-90 Placement Location: Footers at BRR.7-12, B17.7,and 23 Methods Employed: Crane&bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline BRR.7-20 6092 32128486 2:16 3:04 5 5.8 68 140.3 8 Notification of field test results: Jeff and Andrew with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128486 Lab ID 1564 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 42850 59330 57920 Compressive Strength(psi) 3410 4720 4610 Test Date 11/14/08 12/05/08 12/05/08 Test Age 7 28 28 Type of Fracture T 3 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 252 November 10, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/10/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating#37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 215 Air Range(%) 0-3% Weather/Temperature PC/30 degrees Temperature(°F) 50-90 Placement Location: Level 3 Pour 1 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) XX-67 0 32128517 7:32 8:22 6 3/4 5.7 68 140.1 Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128517 Lab ID 1570 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 12.57 Maximum Load 38370 45580 74430 85660 89220 Compressive Strength(psi) 3050 3630 5920 6820 7100 Test Date 11/13/08 11/14/08 11/17/08 12/08/08 12/08/08 Test Age 3 4 7 28 28 Type of Fracture T 5 T 5 T 5 T2 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 253 November 10, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/10/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating#37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 215 Air Range(%) 0-3% Weather/Temperature PC/30 degrees Temperature(°F) 50-90 Placement Location: Level 3 Pour 1 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) FFF-63 6036 32128526 8:59 9:45 9 6.1 67 140.1 Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128526 Lab ID 1571 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 12.57 Maximum Load 33260 37900 55120 76600 72470 Compressive Strength(psi) 2650 3020 4390 6100 5770 Test Date 11/13/08 11/14/08 11/17/08 12/08/08 12/08/08 Test Age 3 4 7 28 28 Type of Fracture T 5 T 5 T 5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 254 November 10, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/10/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating#37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 215 Air Range(%) 0-3% Weather/Temperature PC/30 degrees Temperature(°F) 50-90 Placement Location: Level 3 Pour 1 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) ZZ-55 6038 32128535 10:18 11:06 8 1/2 5.5 68 140.6 15 Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128535 Lab ID 1572 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 12.57 Maximum Load 34580 41920 56950 70150 71860 Compressive Strength(psi) 2750 3340 4530 5580 5720 Test Date 11/13/08 11/14/08 11/17/08 12/08/08 12/08/08 Test Age 3 4 7 28 28 Type of Fracture T 5 T 5 T 6 T5 T5 Additional Comments hoid used for 4 day break Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 255 November 10, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/10/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating#37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 215 Air Range(%) 0-3% Weather/Temperature PC/30 degrees Temperature(°F) 50-90 Placement Location: Level 3 Pour 1 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) NNN-50 6091 32128539 10:52 11:44 7 1/2 6.6 65 139.5 Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128539 Lab ID 1573 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 12.57 Maximum Load 32970 38550 55120 67810 64790 Compressive Strength(psi) 2620 3070 4390 5400 5160 Test Date 11/13/08 11/14/08 11/17/08 12/08/08 12/08/08 Test Age 3 4 7 28 28 Type of Fracture T 5 T 5 T 5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 256 November 11, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/11/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating#37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 160 Air Range(%) 4.5-7.5 Weather/Temperature Snowing/30's Temperature(°F) 50-90 Placement Location: Slab on grade,pour 15,and Footers D10, D14,&D1197 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline BEEE.6-45 0 32128570 9:00 9:53 8 6.2 61 140.8 8 Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128539 Lab ID 1585 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 45720 78350 73820 Compressive Strength(psi) 3640 6230 5870 Test Date 11/18/08 12/09/08 12/09/08 Test Age 7 28 28 Type of Fracture T 6 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 257 November 11, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/11/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating#37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 160 Air Range(%) 4.5-7.5 Weather/Temperature Snowing/30's Temperature(°F) 50-90 Placement Location: Slab on grade,pour 15,and Footers D10, D14,& 1197 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline KK-34 6038 32128582 10:19 11:44 7 3/4 5.8 64 140.5 10 Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128539 Lab ID 1584 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 47690 64700 70580 Compressive Strength(psi) 3800 5150 5620 Test Date 11/18/08 12/09/08 12/09/08 Test Age 7 28 28 Type of Fracture T 6 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 258 November 11, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/11/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating#37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 160 Air Range(%) 4.5-7.5 Weather/Temperature Snowing/30's Temperature(°F) 50-90 Placement Location: Slab on grade,pour 15,and Footers D10, D14,& 1197 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Northeast corner of footer 1197 6093 32128590 11:12 1:23 6 5.9 65 140.5 - Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128590 Lab ID 1583 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 56440 78210 74400 Compressive Strength(psi) 4490 6220 5920 Test Date 11/18/08 12/09/08 12/09/08 Test Age 7 28 28 Type of Fracture T 5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 259 November 11, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/11/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge/RMXAGV65GF8 Slump Range(in.) 22-26" Total Cubic Yards Placed: 7 Air Range(%) 0-3% Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Columns 377, 378,385,395,&405 at the Terrace Level Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column#385 4789965 85814056 1145 1:28 25 5.7 68 140.1 - Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814056 Lab ID 1582 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 53000 78490 77080 Compressive Strength(psi) 4220 6250 6130 Test Date 11/18/08 12/09/08 12/09/08 Test Age 7 28 28 Type of Fracture T 3 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 260 November 12, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/12/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge/RMXAGV65GF8 Slump Range(in.) 22-26" Total Cubic Yards Placed: 7 1/2 Air Range(%) 0-3% Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level-Columns 404,376,375,384,and 385 Methods Employed: Crane&bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column#376 4780140 85814085 11:45 1:13 25 6.3 67 139.9 - Notification of field test results: Tom&Andy with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814085 Lab ID 1600 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 85140 99700 114060 Compressive Strength(psi) 6780 7930 9080 Test Date 11/19/08 12/10/08 12/10/08 Test Age 7 28 28 Type of Fracture T 5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 261 November 14, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/14/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 230 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 2A Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline BEEE.8-23.5 6042 32128644 7:18 8:30 7 2.5 64 145.1 - Notification of field test results: Tom&Andy with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128644 Lab ID 1590 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 12.57 Maximum Load 53070 59780 63220 93940 89740 Compressive Strength(psi) 4220 4760 5030 7480 7140 Test Date 11/17/08 11/18/08 11/21/08 12/12/08 12/12/08 Test Age 3 4 7 28 28 Type of Fracture T 5 T 5 T 6 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 262 November 14, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/14/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 230 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 2A Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline BNNN.4-25 6041 32128654 8:56 10:00 7 3/4 1.8 62 146.7 15 Notification of field test results: Tom&Andy with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128654 Lab ID 1591 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 12.57 Maximum Load 52350 57950 60750 84900 88330 Compressive Strength(psi) 4170 4610 4830 6760 7030 Test Date 11/17/08 11/18/08 11/21/08 12/12/08 12/12/08 Test Age 3 4 7 28 28 Type of Fracture T 5 T 2 T 5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 263 November 14, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/14/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 230 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 2A Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline BEEE.8-25.8 0 32128659 9:39 11:00 8 2.0 61 145.9 10 Notification of field test results: Tom&Andy with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128659 Lab ID 1592 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 12.57 Maximum Load 54030 56620 68390 93310 90450 Compressive Strength(psi) 4300 4510 5440 7430 7200 Test Date 11/17/08 11/18/08 11/21/08 12/12/08 12/12/08 Test Age 3 4 7 28 28 Type of Fracture T 5 T 6 T 5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 264 November 14, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/14/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 230 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 2A Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline BNNN.4-23 0 32128665 10:30 11:45 8 2.1 55 146.3 - Notification of field test results: Tom&Andy with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128665 Lab ID 1593 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 12.57 Maximum Load 55950 61420 75680 104190 100740 Compressive Strength(psi) 4450 4890 6020 8290 8020 Test Date 11/17/08 11/18/08 11/21/08 12/12/08 12/12/08 Test Age 3 4 7 28 28 Type of Fracture T 5 T 5 t 5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 265 November 14, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/14/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 230 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 2A Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline BEEE.8-22 0 32128681 12:26 1:10 7 1/2 1.8 57 147.9 - Notification of field test results: Tom&Andy with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128681 Lab ID 1594 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 63670 77330 104140 103660 Compressive Strength(psi) 5070 6150 8290 8250 Test Date 11/18/08 11/21/08 12/12/08 12/12/08 Test Age 4 7 28 28 Type of Fracture T 5 t 5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 266 November 17, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/17/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 5"Max Total Cubic Yards Placed: 52 Air Range(%) 4.5-7.5 Weather/Temperature Sunny/40's Temperature(°F) 50-90 Placement Location: Footers 1207&1208 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Southwest corner of footer 1208 6042 32128730 11:47 1:03 5 1/2 6.2 67 140.0 - Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128730 Lab ID 1613 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 48370 62830 62490 Compressive Strength(psi) 3850 5000 4970 Test Date 11/24/08 12/15/08 12/15/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 267 November 17, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/17/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 6 Air Range(%) 0-3 Weather/Temperature Sunny/40's Temperature(°F) 50-90 Placement Location: Columns 448,449,450,452,&456 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 449 4780612 85814189 1:11 2:43 28 6.6 69 139.4 - Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814189 Lab ID 1612 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 84080 117150 121290 Compressive Strength(psi) 6690 9320 9650 Test Date 11/24/08 12/15/08 12/15/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 268 November 18, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/18/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 6 1/2 Air Range(%) 0-3 Weather/Temperature Sunny/50's Temperature(°F) 50-90 Placement Location: Level 3-Columns 451,447,454,457,&462 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 454 4789968 85814221 12:39 2:02 28 6.4 66 139.7 - Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814221 Lab ID 1625 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 81020 118670 119710 Compressive Strength(psi) 6450 9440 9530 Test Date 11/25/08 12/16/08 12/16/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 269 November 19, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/19/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating#37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 10 Air Range(%) 4.5-7.5 Weather/Temperature Clear/30 Degrees Temperature(°F) 50-90 Placement Location: Slab on grade,lower basement,Gridlines 21 to 28, BN.6-T Methods Employed: Tailgate,crane&bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines 21/T 0 32128762 7:22 9:00 7 3/4 6.1 62 140.6 30 Notification of field test results: Tom&Andy with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128762 Lab ID 1630 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 40700 57990 62210 Compressive Strength(psi) 3240 4610 4950 Test Date 11/26/08 12/17/08 12/17/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 270 November 19, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/19/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 8 1/2 Air Range(%) 0-3 Weather/Temperature Sunny/45 Degrees F Temperature(°F) 50-90 Placement Location: Level 3,columns 446,458,455,460,&461 Methods Employed: Crane&bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 458 4780640 85814241 12:45 2:15 26 1/2 4.1 65 143.9 - Notification of field test results: Tom&Andy with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814241 Lab ID 1629 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 67910 111470 113340 Compressive Strength(psi) 5400 8870 9020 Test Date 11/26/08 12/17/08 12/17/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 271 November 20, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/20/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 150 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/40's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 5 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline N/26 0 32128814 8:32 9:10 8 1/2 2.3 59 144.7 - Notification of field test results: Tom&Andy with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128814 Lab ID 1635 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 65300 98140 99260 99870 Compressive Strength(psi) 5200 7810 7900 7950 Test Date 11/23/08 11/27/08 12/18/08 12/18/08 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 272 November 20, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/20/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 150 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/40's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 5 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline J/23 6091 32128824 9:36 10:40 11 1.8 64 145.0 - Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128824 Lab ID 1536 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 58350 88300 92100 93060 Compressive Strength(psi) 4640 7030 7330 7410 Test Date 11/23/08 11/27/08 12/18/08 12/18/08 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 273 November 20, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/20/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 150 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/40's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 5 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline O/24 0 32128837 11:07 11:50 7 1/2 2.2 61 144.5 - Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128837 Lab ID 1637 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 61770 98030 99500 99830 Compressive Strength(psi) 4920 7800 7920 7940 Test Date 11/23/08 11/27/08 12/18/08 12/18/08 Test Age 3 7 28 28 Type of Fracture T5 T5 t5 t5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 274 November 20, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/20/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 3 1/2 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/40's Temperature(°F) 50-90 Placement Location: Level 3,Columns 445&453 Methods Employed: Crane&a Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 453 4789968 85808745 12:54 2:11 30 5.9 66 140.1 - Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85808745 Lab ID 1638 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 105460 130840 134390 Compressive Strength(psi) 8390 10410 10690 Test Date 11/27/08 12/18/08 12/18/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 275 November 21, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/21/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 79 Air Range(%) 4.5-7.5 Weather/Temperature Sunny/40's Temperature(°F) 50-90 Placement Location: Footers 1196&1225 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 5'west,7'south of northeast corner of Footer 1196 6093 32128880 12:56 2:07 5 3/4 6.6 57 139.1 - Notification of field test results: Andy with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128880 Lab ID 1639 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 51740 61640 65140 Compressive Strength(psi) 4120 4910 5180 Test Date 11/28/08 12/19/08 12/19/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 276 November 21, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/21/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 79 Air Range(%) 4.5-7.5 Weather/Temperature Sunny/40's Temperature(°F) 50-90 Placement Location: Footers 1196&1225 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Southeast corner of Footer 1225 6039 32128890 2:51 3:50 4 1/4 6.3 67 139.5 - Notification of field test results: Andy with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128890 Lab ID 1640 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 69560 82870 79420 Compressive Strength(psi) 5540 6590 6320 Test Date 11/28/08 12/19/08 12/19/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 277 November 24, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/24/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 9 Air Range(%) 0-3 Weather/Temperature Sunny/30's Temperature(°F) 50-90 Placement Location: Terrace Level Columns 328,374,383,&403-Level 3,Column 459 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 328 4780730 852814301 12:19 1:22 25 6.1 63 140.0 - Notification of field test results: Andy with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g52814301 Lab ID 1662 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 103580 132730 129250 Compressive Strength(psi) 8240 10560 10290 Test Date 12/01/08 12/22/08 12/22/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 278 November 25, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/25/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 83 Air Range(%) 4.5-7.5 Weather/Temperature Cloudy/20's Temperature(°F) 50-90 Placement Location: Footers 1195&1226 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 3'north,4'west of the southeast corner of Footer 1195 - 32128960 9:54 10:58 7 1/2 6.2 64 139.9 - Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128960 Lab ID 1664 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 48310 63860 61900 Compressive Strength(psi) 3840 5080 4930 Test Date 12/02/08 12/23/08 12/23/08 Test Age 7 28 28 Type of Fracture T6 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 279 November 25, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/25/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 83 Air Range(%) 4.5-7.5 Weather/Temperature Cloudy/20's Temperature(°F) 50-90 Placement Location: Footers 1195&1226 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 5'south,5'east of the northwest corner of Footer 1226 6093 32128975 11:51 12:38 6 5.7 64 140.2 10 Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32128975 Lab ID 1665 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 44400 68840 69700 Compressive Strength(psi) 3530 5480 5550 Test Date 12/02/08 12/23/08 12/23/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 280 November 26, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/26/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 350 Air Range(%) No Air Weather/Temperature Clear/37 Degrees Temperature(°F) 50-90 Placement Location: Level 2, Pour 3 Deck Methods Employed: Pump Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 46/C 6042 32129005 6:44 8:30 7 1.6 61 147.1 - Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129005 Lab ID 1666 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 57710 58440 79090 79260 Compressive Strength(psi) 4590 4650 6290 6310 Test Date 12/01/08 12/03/08 12/24/08 12/24/08 Test Age 5 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure&April Wyatt Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 281 November 25, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/26/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 350 Air Range(%) No Air Weather/Temperature Clear/39 Degrees Temperature(°F) 50-90 Placement Location: Level 2, Pour 3 Deck Methods Employed: Pump Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 47/G 0 32129016 8:20 9:50 8 2.1 59 - 5 Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129016 Lab ID 1667 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 56110 59840 78220 81480 Compressive Strength(psi) 4470 4760 6220 6480 Test Date 12/01/08 12/03/08 12/24/08 12/24/08 Test Age 5 7 28 28 Type of Fracture T5 T 6 T5 T5 Additional Comments Field Technician Kevin McClure&April Wyatt Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 282 November 26, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/26/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 4 Air Range(%) No Air Weather/Temperature Cloudy/37 Degrees F Temperature(°F) 50-90 Placement Location: Columns Terrace Level 365,368 to 371 Methods Employed: Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column#369 4789905 85814374 - 3:35 30 5.8 63 140.4 - Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814374 Lab ID 1673 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 83800 120730 119750 Compressive Strength(psi) 6670 9610 9530 Test Date 12/03/08 12/24/08 12/24/08 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician April Wyatt Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 283 November 26, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/26/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 350 Air Range(%) No Air Weather/Temperature Cloudy/39 Degrees Temperature(°F) 50-90 Placement Location: Level 2, Pour 3 Deck Methods Employed: Pump Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 48/G 6037 32129027 9:37 11:10 8 1/4 2.1 59 - Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129027 Lab ID 1669 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 57320 59720 76640 76230 Compressive Strength(psi) 4560 4750 6100 6070 Test Date 12/01/08 12/03/08 12/24/08 12/24/08 Test Age 5 7 28 28 Type of Fracture T5 T 6 T5 T5 Additional Comments Field Technician Kevin McClure&April Wyatt Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 284 November 26, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/26/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 350 Air Range(%) No Air Weather/Temperature Clear/40 Degrees Temperature(°F) 50-90 Placement Location: Level 2, Pour 3 Methods Employed: Pump Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 60.5/K 0 32129021 9:10 10:20 8 2.2 62 145.5 Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129021 Lab ID 1668 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 52530 57530 78580 78860 Compressive Strength(psi) 4180 4580 6250 6280 Test Date 12/01/08 12/03/08 12/24/08 12/24/08 Test Age 5 7 28 28 Type of Fracture T3 T 3 T5 T5 Additional Comments Field Technician Kevin McClure&April Wyatt Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 285 November 26, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/26/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 350 Air Range(%) No Air Weather/Temperature Cloudy/38 Degrees Temperature(°F) 50-90 Placement Location: Level 2, Pour 3 Deck Methods Employed: Pump Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 48.5/C 0 32129040 11:48 1:30 8 1.6 62 - 5 Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129040 Lab ID 1671 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 56890 60780 81720 86120 Compressive Strength(psi) 4530 4840 6500 6850 Test Date 12/01/08 12/03/08 12/24/08 12/24/08 Test Age 5 7 28 28 Type of Fracture T3 T 6 T5 T5 Additional Comments Field Technician Kevin McClure&April Wyatt Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 286 November 26, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/26/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 350 Air Range(%) No Air Weather/Temperature Cloudy/40 Degrees Temperature(°F) 50-90 Placement Location: Level 2, Pour 3 Deck Methods Employed: Pump Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 48/O 0 32129032 10:45 12:40 8 3.1 61 - Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129032 Lab ID 1670 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 12.57 Maximum Load 58820 60170 75620 75120 89780 Compressive Strength(psi) 4680 4790 6020 5980 7140 Test Date 12/01/08 12/03/08 12/24/08 12/24/08 01/21/09 Test Age 5 7 28 28 56 Type of Fracture T5 T 6 T5 T5 T5 Additional Comments Field Technician Kevin McClure&April Wyatt Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 287 November 26, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/26/08 Specifications Concrete Placed By: PCL Construction Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 350 Air Range(%) No Air Weather/Temperature Cloudy/39 Degrees Temperature(°F) 50-90 Placement Location: Level 2, Pour 3 Deck Methods Employed: Pump Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 66.5/J 0 32129053 1:22 2:10 8 1/4 1.6 62 - 10 Notification of field test results: Tom with PCL Construction Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129053 Lab ID 1672 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 59300 63540 85820 83050 Compressive Strength(psi) 4720 5060 6830 6610 Test Date 12/01/08 12/03/08 12/24/08 12/24/08 Test Age 5 7 28 28 Type of Fracture Additional Comments Field Technician Kevin McClure&April Wyatt Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 288 December 2, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/02/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge Mix/RMXAGV65GF8 Slump Range(in.) 22-26" Total Cubic Yards Placed: 5 1/2 Air Range(%) 0-3 Weather/Temperature Sunny/40 Degrees F Temperature(°F) 50-90 Placement Location: Columns 363&223-Terrace Level, Pour 5 Methods Employed: Bucket&Crane Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 363 4780811 85814403 11:25 1:25 26 4.9 75 138.7 Notification of field test results: Andrew with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814403 Lab ID 1681 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 79090 102170 105910 Compressive Strength(psi) 6290 8130 8430 Test Date 12/09/08 12/30/08 12/30/08 Test Age 7 28 28 Type of Fracture T5 T5 Additional Comments Field Technician Derek Richards Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 289 December 4, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/04/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 220 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Level 3, Pour 2 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridine Q.5/70.5 712 32129133 7:02 8:11 7 1/2 2.2 57 144.8 15 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129133 Lab ID 1692 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 56100 84240 80550 Compressive Strength(psi) 4460 6700 6410 Test Date 12/11/08 01/01/09 01/01/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 290 December 4, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/04/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 220 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Level 3, Pour 2 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline GG/65 712 32129144 8:59 9:59 8 1/2 1.7 56 145.3 5 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129144 Lab ID 1693 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 52110 71460 72820 Compressive Strength(psi) 4150 5690 5790 Test Date 12/11/08 01/01/09 01/01/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 291 December 4, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/04/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 220 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Level 3, Pour 2 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline X.5/62 6092 32129149 10:05 10:44 8 1/4 1.8 54 145.1 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129149 Lab ID 1694 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 47490 72590 75970 Compressive Strength(psi) 3780 5780 6050 Test Date 12/11/08 01/01/09 01/01/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 292 December 4, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/04/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 220 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Level 3, Pour 2 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline BB/50 - 32129156 10:53 11:50 9 2.0 54 145.0 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129156 Lab ID Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 56250 75980 78530 Compressive Strength(psi) 4480 6050 6250 Test Date 12/11/08 01/01/09 01/01/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 293 December 4, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/04/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-26 Total Cubic Yards Placed: 7 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Level 2-Columns 495,496,497,502,and 503 Methods Employed: A crane&a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column#495 4780730 85814422 1:05 2:13 27 5.9 55 140.2 - Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814422 Lab ID 1695 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 89920 136270 137690 Compressive Strength(psi) 7160 10840 10960 Test Date 12/11/08 01/01/09 01/01/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 294 December 10, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/10/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28" Total Cubic Yards Placed: 6 Air Range(%) 0-3 Weather/Temperature Cloudy/20 Degrees F Temperature(°F) 50-90 Placement Location: Level 3,Columns 470,473,478,479,and Level 2,column 480 Methods Employed: A crane&a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column#478 4780639 85814530 1:30 2:54 27 5.4 57 140.2 - Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814530 Lab ID 1719 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 74550 120560 123180 Compressive Strength(psi) 5930 9590 9800 Test Date 12/17/08 01/07/09 01/07/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 295 December 11, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/11/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28" Total Cubic Yards Placed: 6 Air Range(%) 0-3 Weather/Temperature Sunny/20's Temperature(°F) 50-90 Placement Location: Level 3,Columns 477,463,and 468 Methods Employed: A crane&a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 477 4789905 85814542 12:50 2:15 28 6.3 58 139.8 - Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814542 Lab ID 1718 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 83600 130090 122600 Compressive Strength(psi) 6650 10350 9760 Test Date 12/18/08 01/08/09 01/08/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 296 December 12, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/12/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 5000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 60 Air Range(%) 4.5-7.5% Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Upper Basement Level,precast area 5,topping slab Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline SS/24 0 32129266 9:25 9:52 8 7.0 56 138.2 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129266 Lab ID 1736 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 38140 55850 55120 62640 Compressive Strength(psi) 3040 4440 4390 4980 Test Date 12/19/08 01/09/09 01/09/09 02/06/09 Test Age 7 28 28 56 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 297 December 12, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/12/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge Mix RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 36 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Level 3 Shear Wall 6 Methods Employed: Crane&a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Northwest corner of wall 4780045 858144555 12:35 2:07 30 6.6 52 138.9 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g58144555 Lab ID 1737 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 72960 120300 123120 Compressive Strength(psi) 5810 9570 9800 Test Date 12/19/08 01/09/09 01/09/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 298 December 16, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/16/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 236 Air Range(%) 0-3 Weather/Temperature Snowing/10 Degrees F Temperature(°F) 50-90 Placement Location: Level 4, Pour 1 Methods Employed: A pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline NNN/70 0 32129321 8:36 9:38 7 3/4 - 57 - - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129321 Lab ID 1730 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 47710 48570 73050 67730 Compressive Strength(psi) 3800 3870 5810 5390 Test Date 12/22/08 12/23/08 01/13/09 01/13/09 Test Age 6 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 299 December 16, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/16/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 236 Air Range(%) 0-3 Weather/Temperature Snowing/10 Degrees F Temperature(°F) 50-90 Placement Location: Level 4, Pour 1 Methods Employed: A pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline WW/65.5 6004 32129328 10:22 11:14 9 1/4 - 56 - - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129328 Lab ID 1731 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 37310 41790 59980 62110 Compressive Strength(psi) 2970 3330 4770 4940 Test Date 12/22/08 12/23/08 01/13/09 01/13/09 Test Age 6 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Tom with PCL was notified of the slump Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 300 December 16, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/16/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 236 Air Range(%) 0-3 Weather/Temperature Snowing/10 Degrees F Temperature(°F) 50-90 Placement Location: Level 4, Pour 1 Methods Employed: A pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline FFF/61 0 32129335 11:38 12:44 9 2.2 54 144.8 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129335 Lab ID 1732 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 42690 54460 71830 76560 Compressive Strength(psi) 3400 4330 5720 6090 Test Date 12/22/08 12/23/08 01/13/09 01/13/09 Test Age 6 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Tom with PCL was notified of the slump Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 301 December 16, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/16/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 236 Air Range(%) 0-3 Weather/Temperature Snowing/10 Degrees F Temperature(°F) 50-90 Placement Location: Level 4, Pour 1 Methods Employed: A pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline YY.8/49.5 712 32129345 1:22 2:15 9 1/2 1.9 56 145.0 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129345 Lab ID 1734 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 51380 53500 78390 77360 Compressive Strength(psi) 4090 4260 6240 6160 Test Date 12/22/08 12/23/08 01/13/09 01/13/09 Test Age 6 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Tom with PCL was notified of the slump Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 302 December 16, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/16/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 236 Air Range(%) 0-3 Weather/Temperature Snowing/10 Degrees F Temperature(°F) 50-90 Placement Location: Level 4, Pour 1 Methods Employed: A pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline YY/50 0 32129346 1:34 2:29 8 2.4 58 144.7 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129346 Lab ID 1735 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 45100 48520 67620 73550 Compressive Strength(psi) 3590 3860 5380 5850 Test Date 12/22/08 12/23/08 01/13/09 01/13/09 Test Age 6 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Tom with PCL was notified of the slump Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 303 December 19, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/19/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 380 Air Range(%) 0-3 Weather/Temperature Snowing/10 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 3 Methods Employed: A pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines BNNN.4- 18 6004 32129389 8:22 9:12 9 1/2 1.6 58 145.0 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129389 Lab ID 1745 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 66640 90150 89390 Compressive Strength(psi) 5300 7170 7110 Test Date 12/29/08 01/16/09 01/16/09 Test Age 10 28 28 Type of Fracture T5 T5 T5 Additional Comments Tom with PCL was notified of the slump Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 304 December 19, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/19/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 380 Air Range(%) 0-3 Weather/Temperature Snowing/10 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 3 Methods Employed: A pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines LLL-B17.7 0 32129392 8:45 9:46 8 3/4 2.5 55 144.5 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129392 Lab ID 1746 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 67250 80550 82400 Compressive Strength(psi) 5350 6410 6560 Test Date 12/29/08 01/16/09 01/16/09 Test Age 10 28 28 Type of Fracture T5 T5 T5 Additional Comments Tom with PCL was notified of the slump Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 305 December 19, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/19/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 380 Air Range(%) 0-3 Weather/Temperature Snowing/10 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 3 Methods Employed: A pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines QQQ-14 712 32129397 9:40 10:36 9 2.2 59 144.7 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129397 Lab ID 1747 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 68490 76690 79360 Compressive Strength(psi) 5450 6100 6320 Test Date 12/29/08 01/16/09 01/16/09 Test Age 10 28 28 Type of Fracture T5 T5 T5 Additional Comments Tom with PCL was notified of the slump Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 306 December 19, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/19/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 380 Air Range(%) 0-3 Weather/Temperature Snowing/10 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 3 Methods Employed: A pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines JJJ-B8.5 0 32129402 10:13 11:11 8 1/2 2.3 56 144.5 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129402 Lab ID 1748 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 70260 87290 88010 Compressive Strength(psi) 5590 6950 7000 Test Date 12/29/08 01/16/09 01/16/09 Test Age 10 28 28 Type of Fracture T5 T5 T5 Additional Comments Tom with PCL was notified of the slump Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 307 December 19, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/19/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 380 Air Range(%) 0-3 Weather/Temperature Snowing/10 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 3 Methods Employed: A pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines AAA-612.8 0 32129406 10:58 11:55 8 1.7 57 145.1 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129406 Lab ID 1749 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 79180 89510 85410 Compressive Strength(psi) 6300 7120 6800 Test Date 12/26/08 01/16/09 01/16/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Tom with PCL was notified of the slump Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 308 December 19, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/19/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 380 Air Range(%) 0-3 Weather/Temperature Snowing/10 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 3 Methods Employed: A pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines MMM-9 0 32129416 12:18 1:21 9 2.2 54 144.6 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129416 Lab ID 1751 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 71190 86520 80580 Compressive Strength(psi) 5670 6890 6410 Test Date 12/26/08 01/16/09 01/16/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Tom with PCL was notified of the slump Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 309 December 19, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/19/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 380 Air Range(%) 0-3 Weather/Temperature Snowing/10 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 3 Methods Employed: A pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines ZZ-617.7 0 32129418 12:35 1:33 7 3/4 2.3 59 144.7 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129418 Lab ID 1752 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 70690 79330 82630 Compressive Strength(psi) 5630 6310 6580 Test Date 12/29/08 01/16/09 01/16/09 Test Age 10 28 28 Type of Fracture T5 T5 T5 Additional Comments Tom with PCL was notified of the slump Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 310 December 19, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/19/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 380 Air Range(%) 0-3 Weather/Temperature Snowing/10 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 3 Methods Employed: A pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines YY-25 6091 32129421 12:58 2:10 8 1.8 54 145.3 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129421 Lab ID 1753 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 72370 92260 87730 Compressive Strength(psi) 5760 7340 6980 Test Date 12/26/08 01/16/09 01/16/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Tom with PCL was notified of the slump Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 311 December 22, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/22/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 45 Air Range(%) 4.5-7.5 Weather/Temperature Snowing/20 Degrees F Temperature(°F) 50-90 Placement Location: Upper Basement precast area 5 Methods Employed: A pump truck,vibrators,and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines QQ/8 6042 32129433 9:07 10:30 8 6.1 56 140.4 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129433 Lab ID 1756 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 44690 62260 60580 Compressive Strength(psi) 3560 4950 4820 Test Date 12/29/08 01/19/09 01/19/09 Test Age 7 28 28 Type of Fracture t5 T5 T5 Additional Comments Tom with PCL was notified of the slump Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 312 December 29, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/29/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 160 Air Range(%) No Air Weather/Temperature Clear/12 Degrees F Temperature(°F) 50-90 Placement Location: Level 3, Pour 3-Gridines 46 to 72,and P to E.1 Methods Employed: A crane&hopper Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines P/70 L11 32129456 7:56 9:00 9 1/4 2.5 58 - 4 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129456 Lab ID 1761 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 44310 54390 67390 69750 Compressive Strength(psi) 3530 4330 5360 5550 Test Date 01/02/09 01/05/09 01/26/09 01/26/09 Test Age 4 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Michael Konopka Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 313 December 29, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/29/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 240 Air Range(%) No Air Weather/Temperature Clear/12 Degrees F Temperature(°F) 50-90 Placement Location: Level 3, Pour 3-Gridlines 46 to 72 and P to E.1 Methods Employed: A crane&hopper Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines K/58 39 32129460 9:06 10:10 8 1/2 - 58 - 8 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129460 Lab ID 1762 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 41050 50840 69580 67910 Compressive Strength(psi) 3270 4050 5540 5400 Test Date 01/02/09 01/05/09 01/26/09 01/26/09 Test Age 4 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Michael Konopka Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 314 December 29, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/29/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 160 Air Range(%) No Air Weather/Temperature Clear/14 Degrees F Temperature(°F) 50-90 Placement Location: Level 3, Pour 3-Gridlines 46 to 72 and P to E.1 Methods Employed: A crane&hopper Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines P/48 41 32129466 10:09 11:00 10 - 55 - 6 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129466 Lab ID 1763 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 40280 49270 70300 74090 Compressive Strength(psi) 3210 3920 5590 5900 Test Date 01/02/09 01/05/09 01/26/09 01/26/09 Test Age 4 7 28 28 Type of Fracture T5 T5 Additional Comments Field Technician Michael Konopka Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 315 December 29, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/29/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 27 Air Range(%) No Air Weather/Temperature Partly Cloudy/28 Degrees F Temperature(°F) 50-90 Placement Location: Shear Wall 7,Level 4, Pour 1 Methods Employed: A crane&hopper Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Shear Wall#7 4780045 85814621 11:02 12:52 29 - 63 - 3 Notification of field test results: Andrew with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814621 Lab ID 1765 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 87100 114340 113680 Compressive Strength(psi) 6930 9100 9050 Test Date 01/05/09 01/26/09 01/26/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Michael Konopka Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 316 December 31, 2008 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 12/31/08 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 7 Air Range(%) 0-3 Weather/Temperature Sunny/20's Temperature(°F) 50-90 Placement Location: Level 4-Columns 447,448,451,453,&454 Methods Employed: A crane&bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column#454 4789905 85814649 9:19 11:01 27 6.1 56 139.8 4 Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814649 Lab ID 1766 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 72350 116620 117480 Compressive Strength(psi) 5760 9280 9350 Test Date 01/07/09 01/28/09 01/28/09 Test Age 7 28 28 Type of Fracture T 5 T 5 T 5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 317 January 5, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/05/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 465 Air Range(%) No Air Weather/Temperature Clear/14 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 4 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines RRR-1.1 6093 32129491 10:30 11:22 6 1/2 2.5 53 144.4 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129491 Lab ID 1767 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 57730 60740 88140 90490 Compressive Strength(psi) 4590 4830 7010 7200 Test Date 01/08/09 01/12/09 02/02/09 02/02/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 318 January 5, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/05/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 465 Air Range(%) No Air Weather/Temperature Clear/14 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 4 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines QQQ-3 6041 32129496 11:16 12:06 8 1/2 2.1 55 144.8 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129496 Lab ID 1768 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 55520 67340 87060 90430 Compressive Strength(psi) 4420 5360 6930 7200 Test Date 01/08/09 01/12/09 02/02/09 02/02/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 319 January 5, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/05/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 465 Air Range(%) No Air Weather/Temperature Clear/14 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 4 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines HHH-1.2 0 32129503 12:17 1:08 8 1/2 1.4 54 145.3 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129503 Lab ID 1769 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 58210 65680 86560 90730 Compressive Strength(psi) 4630 5230 6890 7220 Test Date 01/08/09 01/12/09 02/02/09 02/02/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 320 January 5, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/05/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 465 Air Range(%) No Air Weather/Temperature Clear/14 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 4 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines JJJ-6 6041 32129509 1:02 1:50 8 2.2 60 144.8 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129509 Lab ID 1770 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 51640 65790 89740 87260 Compressive Strength(psi) 4110 5240 7140 6940 Test Date 01/08/09 01/12/09 02/02/09 02/02/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 321 January 5, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/05/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 465 Air Range(%) No Air Weather/Temperature Clear/14 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 4 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines LLL-1.3 0 32129515 1:54 2:42 9 2.6 57 144.5 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129515 Lab ID 1771 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 53620 62580 88500 86200 Compressive Strength(psi) 4270 4980 7040 6860 Test Date 01/08/09 01/12/09 02/02/09 02/02/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 322 January 5, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/05/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 465 Air Range(%) No Air Weather/Temperature Clear/14 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 4 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines GGG-6.5 0 32129521 2:45 3:38 8 1/4 1.9 62 145.1 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129521 Lab ID 1772 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 47590 63930 89920 86880 Compressive Strength(psi) 3790 5090 7160 6910 Test Date 01/08/09 01/12/09 02/02/09 02/02/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 323 January 5, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/05/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 465 Air Range(%) No Air Weather/Temperature Clear/14 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 4 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines AAA-62.4 0 32129525 3:18 4:12 11 2.3 53 144.8 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129525 Lab ID 1773 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 46200 59890 84980 81890 Compressive Strength(psi) 3680 4770 6760 6520 Test Date 01/08/09 01/12/09 02/02/09 02/02/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 324 January 5, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/05/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 465 Air Range(%) No Air Weather/Temperature Clear/14 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 4 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines YY-6 6037 32129536 5:24 6:17 11 1/4 2.5 55 144.7 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129536 Lab ID 1774 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 47910 59680 79750 81680 Compressive Strength(psi) 3810 4750 6350 6500 Test Date 01/08/09 01/12/09 02/02/09 02/02/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 325 January 5, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/05/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 465 Air Range(%) No Air Weather/Temperature Clear/14 Degrees F Temperature(°F) 50-90 Placement Location: Terrace level, Pour 4 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines ZZ-8 0 32129540 6:11 7:03 8 3/4 1.7 54 145.0 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129540 Lab ID 1775 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 51270 61580 85380 87170 Compressive Strength(psi) 4080 4900 6790 6940 Test Date 01/08/09 01/12/09 02/02/09 02/02/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 326 January 6, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/06/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-26 Total Cubic Yards Placed: 6 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Level 3-Columns 480,496,497,502,&503 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 497 4780730 85814657 1:07 2:24 26 5.4 57 140.2 - Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814657 Lab ID 1776 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 93440 118690 122250 Compressive Strength(psi) 7440 9450 9730 Test Date 01/13/09 02/03/09 02/03/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 327 January 8, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/08/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-26 Total Cubic Yards Placed: 8 Air Range(%) 0-3 Weather/Temperature Sunny/30's Temperature(°F) 50-90 Placement Location: Terrace Columns-310,322,&324, Levei 3-492, Level 4-446 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Level 4-Column 446 4780024 85814674 12:45 2:11 27 5.5 54 140.3 - Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814674 Lab ID 1782 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 88030 121940 126860 Compressive Strength(psi) 7010 9700 10100 Test Date 01/15/09 02/05/09 02/05/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 328 January 9, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/09/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 14 Air Range(%) 0-3 Weather/Temperature Snowing/25 Degrees F Temperature(°F) 50-90 Placement Location: Terrace Level,Columns 307,308,309,510,511,382,373,and Level 3 498,500,494,501,and 485 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Terrace Level-Column 307 4780612 85814681 12:32 1:55 28 5.2 57 140.9 - Notification of field test results: Andy with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814681 Lab ID 1783 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 91840 129590 133650 Compressive Strength(psi) 7310 10310 10640 Test Date 01/16/09 02/06/09 02/06/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 329 January 12, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/12/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 10 Air Range(%) 0-3 Weather/Temperature Sunny/30's Temperature(°F) 50-90 Placement Location: Terrace Level-Columns 305,306,319,320,&321 and Level 3-Columns 493,495, &499 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Level 3,Column 493 4780807 85814689 12:47 2:12 27 5.8 59 139.9 - Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814689 Lab ID 1796 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 65490 97180 102920 Compressive Strength(psi) 5210 7730 8190 Test Date 01/19/09 02/09/09 02/09/09 Test Age 7 28 28 Type of Fracture T 5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 330 January 13, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/13/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 3000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 140 Air Range(%) 4.5-7.5 Weather/Temperature Sunny/15 Degrees F Temperature(°F) 50-90 Placement Location: Basement floor slab on grade Methods Employed: Pump truck and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines 20/CC.3 6042 32129625 8:50 10:00 7 1/2 5.6 58 141.2 - Notification of field test results: Andy with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129625 Lab ID 1798 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 42760 60380 58660 Compressive Strength(psi) 3400 4800 4670 Test Date 01/20/09 02/10/09 02/10/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 331 January 13, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/13/09 SpecifiCations Concrete Placed By: Concrete Management Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 7 Air Range(%) No Requirement Weather/Temperature Sunny/15 Degrees F Temperature(°F) 50-90 Placement Location: Columns,Terrace Level Methods Employed: A crane&a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 303 4780612 85814704 1:30 2:00 23 - 62 - - Notification of field test results: Andy with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814704 Lab ID 1797 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 79980 111100 108670 Compressive Strength(psi) 6360 8840 8650 Test Date 01/20/09 02/10/09 02/10/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 332 January 14, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/14/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 6 Air Range(%) No Air Weather/Temperature Clear/30 Degrees F Temperature(°F) 50-90 Placement Location: Terrace Level-Columns 315,318,325,&331 Methods Employed: A crane&buvcket-Direct Discharge Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 315 4780045 85814716 1:36 2:45 22 5.7 64 140.2 13 Notification of field test results: Andy&Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814716 Lab ID 1806 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 63470 92920 97220 Compressive Strength(psi) 5050 7390 7740 Test Date 01/21/09 02/11/09 02/11/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 333 January 15, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/15/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 250 Air Range(%) 0-3 Weather/Temperature Clear/30's Temperature(°F) 50-90 Placement Location: Level 4, Pour 2 Methods Employed: Pump truck, piacing boom Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines FF/48 0 32129660 7:30 8:30 8 2.2 61 142.6 - Notification of field test results: Andy with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129660 Lab ID 1807 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 52570 76780 72300 Compressive Strength(psi) 4180 6110 5750 Test Date 01/22/09 02/12/09 02/12/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 334 January 15, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/15/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 250 Air Range(%) 0-3 Weather/Temperature Clear/30's Temperature(°F) 50-90 Placement Location: Level 4, Pour 2,&Elevator Pit 9-Topping Slab Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) BB/48 6042 32129669 9:00 9:45 9 1.7 56 144.8 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129669 Lab ID 1791 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 55350 73350 77790 Compressive Strength(psi) 4400 5840 6190 Test Date 01/22/09 02/12/09 02/12/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 335 January 15, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/15/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 250 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/30's Temperature(°F) 50-90 Placement Location: Level 4, Pour 2,&Elevator Pit 9-Topping Slab Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) QQ/54 6038 32129680 10:15 11:00 9 1.4 60 145.2 - Notification of field test results: Andy with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129680 Lab ID 1789 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 53730 73590 74480 Compressive Strength(psi) 4280 5860 5930 Test Date 01/22/09 02/12/09 02/12/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 336 January 15, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/15/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 250 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/30's Temperature(°F) 50-90 Placement Location: Level 4, Pour 2,&Elevator Pit 9-Topping Slab Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) FF/61 712 32129686 10:56 11:38 8 1/2 2.2 61 144.6 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129686 Lab ID 1788 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 51820 73150 78840 Compressive Strength(psi) 4120 5820 6270 Test Date 01/22/09 02/12/09 02/12/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 337 January 15, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/15/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 250 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/30's Temperature(°F) 50-90 Placement Location: Level 4, Pour 2,&Elevator Pit 9-Topping Slab Methods Employed: Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) PP/68 0 32129690 11:38 12:30 8 1.7 60 144.8 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129690 Lab ID 1787 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 56470 76430 76210 Compressive Strength(psi) 4490 6080 6060 Test Date 01/22/09 02/12/09 02/12/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 338 January 15, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/15/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 6 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/30's Temperature(°F) 50-90 Placement Location: Terrace Level-Columns 311,312,313,314,&330 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 312 4780730 85814718 1:05 2:08 27 5.7 53 140.5 - Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814718 Lab ID 1786 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 74360 98010 101960 Compressive Strength(psi) 5920 7800 8110 Test Date 01/22/09 02/12/09 02/12/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 339 January 16, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/16/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 160 Air Range(%) 0-3 Weather/Temperature Sunny/30's Temperature(°F) 50-90 Placement Location: Level 1, Pour 8-Gridlines B34.5-43 and A to P Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines 35/A 0 32129703 7:57 8:48 7 1/2 1.7 56 145.1 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129703 Lab ID 1808 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 61400 82340 86360 Compressive Strength(psi) 4890 6550 6870 Test Date 01/23/09 02/13/09 02/13/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 340 January 16, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/16/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 160 Air Range(%) 0-3 Weather/Temperature Sunny/30's Temperature(°F) 50-90 Placement Location: Level 1, Pour 8-Gridlines B34.5-43 and A to P Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines G/42 0 32129713 9:47 10:12 8 1/2 2.6 59 144.4 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129713 Lab ID 1809 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 53800 77410 81600 Compressive Strength(psi) 4280 6160 6490 Test Date 01/23/09 02/13/09 02/13/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 341 January 16, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/16/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 160 Air Range(%) 0-3 Weather/Temperature Sunny/30's Temperature(°F) 50-90 Placement Location: Level 1, Pour 8-Gridlines B34.5-43 and A to P Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines M/34.9 712 32129719 10:30 11:13 9 2.1 61 144.6 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129719 Lab ID 1810 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 60690 86800 87670 Compressive Strength(psi) 4830 6910 6980 Test Date 01/23/09 02/13/09 02/13/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 342 January 16, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/16/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 110 Air Range(%) 0-3 Weather/Temperature Sunny/30's Temperature(°F) 50-90 Placement Location: Level 1, Pour 8-Gridlines 21/B34.5 and A to O Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines RH/R10 6037 32129728 11:35 12:27 8 1.8 61 144.9 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129728 Lab ID 1811 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 54250 76050 76720 Compressive Strength(psi) 4320 6050 6110 Test Date 01/23/09 02/13/09 02/13/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 343 January 16, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/16/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37042477 Slump Range(in.) 8"Max Total Cubic Yards Placed: 110 Air Range(%) 0-3 Weather/Temperature Sunny/30's Temperature(°F) 50-90 Placement Location: Level 1, Pour 8-Gridlines 21/B34.5 and A to O Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines J/627.4 0 32129739 12:39 1:105 8 1/2 1.9 60 145.0 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129739 Lab ID 1812 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 53680 77440 78850 Compressive Strength(psi) 4270 6160 6270 Test Date 01/23/09 02/13/09 02/13/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 344 January 16, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/16/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-26 Total Cubic Yards Placed: 6 Air Range(%) 0-3 Weather/Temperature Sunny/30's Temperature(°F) 50-90 Placement Location: Terrace Level-Columns 301,327,329,332,&334 Methods Employed: A crane&a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 329 4780809 85814730 11:50 1:21 27 5.5 63 140.2 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814730 Lab ID 1813 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 85640 114840 117120 Compressive Strength(psi) 6820 9140 9320 Test Date 01/23/09 02/13/09 02/13/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 345 January 19, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/19/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-26 Total Cubic Yards Placed: 6 Air Range(%) 0-3 Weather/Temperature Sunny/20's Temperature(°F) 50-90 Placement Location: Level 4-Columns 466,470,473,478,&474 Methods Employed: A crane&a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 473 4789965 85814738 1:20 2:50 28 5.8 60 140.2 - Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814738 Lab ID 1816 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 91290 123740 123540 Compressive Strength(psi) 7260 9850 9830 Test Date 01/26/09 02/16/09 02/16/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 346 January 20, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/20/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 30 Air Range(%) 4.5-7.5 Weather/Temperature Sunny/20's Temperature(°F) 50-90 Placement Location: Slab on grade-Pour 16 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline TT/7.5 6042 32129753 8:39 9:54 6 1/2 6.2 57 139.8 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129753 Lab ID 1824 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 51460 70460 67680 Compressive Strength(psi) 4100 5610 5390 Test Date 01/27/09 02/17/09 02/17/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 347 January 20, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/20/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22/28 Total Cubic Yards Placed: 7 Air Range(%) 0-3 Weather/Temperature Sunny/30's Temperature(°F) 50-90 Placement Location: Level 4-columns 463,467,468,471,&472 Methods Employed: Crane&bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 468 4780045 85814748 1:20 2:29 26 6.9 54 138.9 - Notification of field test results: Robert with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814748 Lab ID 1825 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 84970 121990 122680 Compressive Strength(psi) 6760 9710 9760 Test Date 01/27/09 02/17/09 02/17/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 348 January 21, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/21/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 6 Air Range(%) 0-3 Weather/Temperature Sunny/20's Temperature(°F) 50-90 Placement Location: Level 4-columns 469,474,475,&477 Methods Employed: Crane&bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 477 4780811 85814758 1:00 2:45 27 6.2 55 139.8 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814758 Lab ID 1826 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 83910 116570 112460 Compressive Strength(psi) 6680 9280 8950 Test Date 01/28/09 02/18/09 02/18/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 349 January 23, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/23/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 31 Air Range(%) No Air Weather/Temperature Snowing/25 Degrees F Temperature(°F) 50-90 Placement Location: Sheer Wall#2-Columns 431,432,442,&443 Methods Employed: Crane&bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 9.1/DDD 4780811 85814773 12:00 1:30 24 1.7 63 145.7 - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814773 Lab ID 1831 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 60570 91080 89510 Compressive Strength(psi) 4820 7250 7120 Test Date 01/30/09 02/20/09 02/20/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 350 January 23, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/23/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 530 Air Range(%) No Air Weather/Temperature Snowing/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 7 Methods Employed: Crane&bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 44/GG 0 32129784 7:07 8:40 7 3/4 3.0 61 141.6 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129784 Lab ID 1832 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 67770 86710 90900 Compressive Strength(psi) 5390 6900 7230 Test Date 01/30/09 02/20/09 02/20/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 351 January 23, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/23/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 530 Air Range(%) No Air Weather/Temperature Snowing/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 7 Methods Employed: Pump truck and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 36/HH.2 0 32129789 7:45 9:10 8 3/4 2.0 59 145.0 15 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129789 Lab ID 1833 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 63780 93030 88230 Compressive Strength(psi) 5080 7400 7020 Test Date 01/30/09 02/20/09 02/20/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 352 January 23, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/23/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 530 Air Range(%) No Air Weather/Temperature Snowing/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 7 Methods Employed: Pump truck and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 32.4/LL.3 6091 32129795 9:05 9:50 81/2 2.5 60 143.2 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129795 Lab ID 1835 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 63730 86330 85390 Compressive Strength(psi) 5070 6870 6800 Test Date 01/30/09 02/20/09 02/20/09 Test Age 7 28 28 Type of Fracture Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 353 January 23, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/23/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 530 Air Range(%) No Air Weather/Temperature Snowing/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 7 Methods Employed: Pump truck and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 42.3/SS.7 0 32139800 9:26 10:30 9 2.0 61 144.7 30 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32139800 Lab ID 1836 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 57220 79280 82530 Compressive Strength(psi) 4550 6310 6570 Test Date 01/30/09 02/20/09 02/20/09 Test Age 7 28 28 Type of Fracture Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 354 January 23, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/23/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 530 Air Range(%) No Air Weather/Temperature Snowing/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 7 Methods Employed: Pump truck and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline RR.1/32.3 6042 32129806 10:07 11:10 8 1/2 1.7 58 145.6 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129806 Lab ID 1837 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 63180 89750 92300 Compressive Strength(psi) 5030 7140 7350 Test Date 01/30/09 02/20/09 02/20/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 355 January 23, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/23/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 530 Air Range(%) No Air Weather/Temperature Snowing/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 7 Methods Employed: Pump truck and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 42.4/BB 0 32129810 10:36 11:30 9 1/2 2.2 58 142.0 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129810 Lab ID 1838 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 61520 79510 81730 Compressive Strength(psi) 4900 6330 6500 Test Date 01/30/09 02/20/09 02/20/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 356 January 23, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/23/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 530 Air Range(%) No Air Weather/Temperature Snowing/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 7 Methods Employed: Pump truck and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 39/LL.3 0 32129813 10:58 11:50 9 2.8 59 142.3 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129813 Lab ID 1839 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 56400 77340 76050 Compressive Strength(psi) 4490 6150 6050 Test Date 01/30/09 02/20/09 02/20/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 357 January 23, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/23/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 530 Air Range(%) No Air Weather/Temperature Snowing/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 7 Methods Employed: Pump truck and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 36/SS.4 6004 32129820 11:41 12:35 8 3.0 56 141.9 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129820 Lab ID 1840 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 57800 80530 78780 Compressive Strength(psi) 4600 6410 6270 Test Date 01/30/09 02/20/09 02/20/09 Test Age 7 28 28 Type of Fracture Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 358 January 23, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/23/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 530 Air Range(%) No Air Weather/Temperature Snowing/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 7 Methods Employed: Pump truck and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 34.2/MM.3 712 32129878 12:22 1:20 71/2 2.6 62 143.4 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129878 Lab ID 1841 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 78790 104010 105780 Compressive Strength(psi) 6270 8280 8420 Test Date 01/30/09 02/20/09 02/20/09 Test Age 7 28 28 Type of Fracture Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 359 January 23, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/23/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 530 Air Range(%) No Air Weather/Temperature Snowing/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 7 Methods Employed: Pump truck and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 33.2/QQ.2 0 32129833 12:56 2:00 8 1.3 61 146.0 8 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129833 Lab ID 1842 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 57450 78650 80090 Compressive Strength(psi) 4570 6260 6370 Test Date 01/30/09 02/20/09 02/20/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 360 January 23, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/23/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 530 Air Range(%) No Air Weather/Temperature Snowing/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 7 Methods Employed: Pump truck and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 30.4/UU 6041 32129840 1:32 2:30 8 3/4 2.9 57 142.1 8 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129840 Lab ID 1843 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 41490 84530 84470 Compressive Strength(psi) 3300 6730 6720 Test Date 01/30/09 02/20/09 02/20/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 361 January 27, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/27/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 21 Air Range(%) 0-3 Weather/Temperature Cloudy/10 Degrees F Temperature(°F) 50-90 Placement Location: Level 1 Column 444,434,430,429,435,436,&437 Methods Employed: A crane&bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 437 4780612 85814778 11:45 1:32 27 5.9 53 140.2 Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814778 Lab ID 4 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 75220 109890 105400 Compressive Strength(psi) 5990 8740 8390 Test Date 02/03/09 02/24/09 02/24/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 362 January 29, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/29/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 5 Air Range(%) 0-3 Weather/Temperature Cloudy/15 Degrees F Temperature(°F) 50-90 Placement Location: Level 1-Columns 368, 369,371,&440 Methods Employed: A crane&bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 369 4780140 85814793 12:40 2:07 27 5.4 61 140.6 Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814793 Lab ID 5 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 84630 108780 109570 Compressive Strength(psi) 6730 8660 8720 Test Date 02/05/09 02/26/09 02/26/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 362A January 30, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 01/30/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 36 Air Range(%) 0-3 Weather/Temperature Sunny/30's Temperature(°F) 50-90 Placement Location: Level 4,sheer wall#6 Methods Employed: A crane&a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines B/58 4780140 85814795 1:50 2:57 27 6.1 57 140.1 Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814795 Lab ID 39 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 73190 115990 107070 Compressive Strength(psi) 5820 9230 8520 Test Date 02/06/09 02/27/09 02/27/09 Test Age 7 28 28 Type of Fracture T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 363 February 2, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/02/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 140 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/20's Temperature(°F) 50-90 Placement Location: Level 4, Pour 3 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines P/70 6041 32129897 8:21 9:35 8 1/2 5.7 60 140.2 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129897 Lab ID 11 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 53020 67160 68600 Compressive Strength(psi) 4220 5340 5460 Test Date 02/09/09 03/02/09 03/02/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 364 February 2, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/02/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 140 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/20's Temperature(°F) 50-90 Placement Location: Level 4, Pour 3 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines H/60 712 32129910 10:38 11:27 8 6.2 58 139.9 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129910 Lab ID 12 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 59720 75790 73260 Compressive Strength(psi) 4750 6030 5830 Test Date 02/09/09 03/02/09 03/02/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 365 February 2, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/02/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 140 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/20's Temperature(°F) 50-90 Placement Location: Level 4, Pour 3 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines H/48 6041 32129916 11:31 12:30 8 1/2 5.9 55 140.1 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129916 Lab ID 13 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 67520 85000 80750 Compressive Strength(psi) 5370 6760 6430 Test Date 02/09/09 03/02/09 03/02/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 366 February 3, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/03/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 290 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 1 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines NNN/70.5 712 32129927 7:26 8:17 8 6.0 54 140.0 20 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129927 Lab ID 21 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 56840 74130 80250 Compressive Strength(psi) 4520 5900 6390 Test Date 02/10/09 03/03/09 03/03/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 367 February 3, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/03/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 290 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 1 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines ZZ/70 6041 32129937 8:45 9:32 7 1/2 5.1 55 140.8 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129937 Lab ID 22 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 55420 75970 80220 Compressive Strength(psi) 4410 6050 6380 Test Date 02/10/09 03/03/09 03/03/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 368 February 3, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/03/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 290 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 1 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines YY/62 0 32129947 9:48 10:33 9 5.7 55 140.1 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129947 Lab ID 23 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 51600 70000 70070 Compressive Strength(psi) 4110 5570 5580 Test Date 02/10/09 03/03/09 03/03/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 369 February 3, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/03/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 290 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 1 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines FFF/60 712 32129957 10:43 11:20 8 5.4 57 140.3 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129957 Lab ID 24 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 61640 70990 73140 Compressive Strength(psi) 4910 5650 5820 Test Date 02/10/09 03/03/09 03/03/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 370 February 3, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/03/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 290 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 1 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines ZZ/55 0 32129964 11:21 12:12 10 1/2 6.3 56 139.8 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129964 Lab ID 25 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 48320 64820 62710 Compressive Strength(psi) 3850 5160 4990 Test Date 02/10/09 03/03/09 03/03/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 371 February 3, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/03/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 290 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 1 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines KKK/49 0 32129970 12:00 1:02 7 1/2 6.6 56 139.5 5 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129970 Lab ID 26 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 60400 70830 74350 Compressive Strength(psi) 4810 5640 5920 Test Date 02/10/09 03/03/09 03/03/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 372 February 3, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/03/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 3 Air Range(%) No Air Weather/Temperature Clear/40 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 7-Column#425 and 422 Methods Employed: A crane and a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column#422 4780045 85814813 12:43 2:00 23 5.4 62 151.7 Notification of field test results: Grant with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814813 Lab ID 27 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 85790 108710 109840 Compressive Strength(psi) 6830 8650 8740 Test Date 02/10/09 03/03/09 03/03/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 373 February 4, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/04/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 390 Air Range(%) No Air Weather/Temperature Sunny/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 4 Methods Employed: Pump truck&Hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines 27/TT 0 32129977 7:22 8:45 8 2.5 55 140.2 5 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129977 Lab ID 33 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 68060 89610 87780 Compressive Strength(psi) 5420 7130 6990 Test Date 02/11/09 03/04/09 03/04/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 374 February 4, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/04/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 390 Air Range(%) No Air Weather/Temperature Sunny/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 4 Methods Employed: Pump truck&Hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines QQ.2/23 0 32129985 8:19 10:00 8 1/4 1.8 62 143.7 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129985 Lab ID 32 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 57680 79600 80320 Compressive Strength(psi) 4590 6330 6390 Test Date 02/11/09 03/04/09 03/04/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 375 February 4, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/04/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 390 Air Range(%) No Air Weather/Temperature Sunny/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 4 Methods Employed: Pump truck&Hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines JJ.5/25 6038 32129995 9:36 10:50 7 1/2 1.9 63 143.2 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32129995 Lab ID 35 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 65260 86720 84670 Compressive Strength(psi) 5190 6900 6740 Test Date 02/11/09 03/04/09 03/04/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 376 February 4, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/04/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 390 Air Range(%) No Air Weather/Temperature Sunny/30 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 4 Methods Employed: Pump truck,vibrators,&Hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines TT.3/27.5 0 32130007 10:52 11:45 7 3/4 2.2 63 142.4 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130007 Lab ID 36 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 61430 90370 94140 Compressive Strength(psi) 4890 7190 7490 Test Date 02/11/09 03/04/09 03/04/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 377 February 4, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/04/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 390 Air Range(%) No Air Weather/Temperature Sunny/40 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 4 Methods Employed: Pump truck,vibrators,&Hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines TT/20.7 0 32120014 11:35 12:45 7 1/2 1.2 64 145.1 5 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32120014 Lab ID 31 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 67410 91220 87860 Compressive Strength(psi) 5360 7260 6990 Test Date 02/11/09 03/04/09 03/04/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 378 February 4, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/04/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 390 Air Range(%) No Air Weather/Temperature Sunny/40 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 4 Methods Employed: Pump truck,vibrators,&Hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines NN.7/25.4 6092 32130020 12:17 1:20 8 2.7 61 140.9 8 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130020 Lab ID 38 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 66680 77840 76520 Compressive Strength(psi) 5310 6190 6090 Test Date 02/11/09 03/04/09 03/04/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 379 February 4, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/04/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 390 Air Range(%) No Air Weather/Temperature Sunny/40 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 4 Methods Employed: Pump truck,vibrators,&Hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines NN/23 712 32130024 12:45 2:05 8 1/4 1.8 64 143.2 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130024 Lab ID 34 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 70290 86640 85200 Compressive Strength(psi) 5590 6890 6780 Test Date 02/11/09 03/04/09 03/04/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 380 February 4, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/04/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 390 Air Range(%) No Air Weather/Temperature Sunny/45 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 4 Methods Employed: Pump truck,vibrators,&Hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines KK.3/20.5 0 32130020 1:24 3:15 7 3/4 2.7 64 140.6 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130020 Lab ID 37 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 70810 90060 94210 Compressive Strength(psi) 5630 7170 7500 Test Date 02/11/09 03/04/09 03/04/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 381 February 5, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/05/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-26 Total Cubic Yards Placed: 9 Air Range(%) No Air Weather/Temperature Sunny/35 Degrees F Temperature(°F) 50-90 Placement Location: Columns Level 4&Level 424,427,485,486,487,497,and 503 Methods Employed: A crane&a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 485 4780612 85814827 1:34 3:30 26 1.4 65 - Notification of field test results: Andy with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814827 Lab ID 41 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 91380 104570 104280 Compressive Strength(psi) 7270 8320 8300 Test Date 02/12/09 03/05/09 03/05/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 382 February 6, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/06/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-26 Total Cubic Yards Placed: 5 1/4 Air Range(%) No Air Weather/Temperature 30's Temperature(°F) 50-90 Placement Location: Level 4, Pour 3-Columns 495,496,501,&502 Methods Employed: A crane&a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 495 045 85814834 1:00 2:15 24 5.0 68 142.0 Notification of field test results: Andy with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814834 Lab ID 43 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 89280 111590 114690 Compressive Strength(psi) 7100 8880 9130 Test Date 02/13/09 03/06/09 03/06/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Michael Konopka Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 383 February 9, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/09/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-26 Total Cubic Yards Placed: 9 Air Range(%) No Air Weather/Temperature Snowing/30 Degrees F Temperature(°F) 50-90 Placement Location: Level 4, Pour 3-Columns 480,493,494,492,498,499, 500 Methods Employed: A crane&a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 493 4780810 85814839 12:51 2:06 25 5.5 63 140.3 5 Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814839 Lab ID 44 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 77210 95470 98870 Compressive Strength(psi) 6140 7600 7870 Test Date 02/16/09 03/09/09 03/09/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 384 February 10, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/10/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 23 Air Range(%) 0-3 Weather/Temperature Cloudy/20's Temperature(°F) 50-90 Placement Location: Level 5,Shear wall#7 Methods Employed: A crane&a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines BAAA.2-B57.2 4780140 85814844 12:40 2:03 27 5.4 55 140.2 Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814844 Lab ID 55 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 85970 110700 115050 Compressive Strength(psi) 6840 8810 9160 Test Date 02/17/09 03/10/09 03/10/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 385 February 12, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/12/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 28 Air Range(%) No Air Weather/Temperature Cloudy/25 Degrees F Temperature(°F) 50-90 Placement Location: Shear wall#3, Level 1,pour 8 Methods Employed: Boom pump Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Southeast corner 4780140 85814858 1:31 2:35 24 5.1 65 141.1 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814858 Lab ID 56 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 70570 100080 102270 Compressive Strength(psi) 5620 7960 8140 Test Date 02/19/09 03/12/09 03/12/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 385 February 13, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/13/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 260 Air Range(%) No Air Weather/Temperature Clear/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 4A Methods Employed: Placing boom Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines BEEE.328 0 32130084 6:47 8:00 7 1/2 1.7 58 144.0 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130084 Lab ID 57 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 70180 81890 78930 Compressive Strength(psi) 5580 6520 6280 Test Date 02/20/09 03/13/09 03/13/09 Test Age 7 28 28 Type of Fracture T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 386 February 13, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/13/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 260 Air Range(%) No Air Weather/Temperature Clear/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 4A Methods Employed: Placing boom Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines QQQ/625.8 0 32130096 8:13 9:10 9 2.1 59 143.7 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130096 Lab ID 58 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 71040 89190 86230 Compressive Strength(psi) 5650 7100 6860 Test Date 02/20/09 03/13/09 03/13/09 Test Age 7 28 28 Type of Fracture T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 388 February 13, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/13/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 260 Air Range(%) No Air Weather/Temperature Sunny/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 4A Methods Employed: Pump truck,vibrators,and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines CCC/25 6038 32130104 9:14 10:25 8 1.7 59 - 5 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130104 Lab ID 59 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 80890 85120 82410 Compressive Strength(psi) 6440 6770 6560 Test Date 02/20/09 03/13/09 03/13/09 Test Age 7 28 28 Type of Fracture T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 389 February 13, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/13/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 260 Air Range(%) No Air Weather/Temperature Sunny/25 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 4A Methods Employed: Pump truck,vibrators,and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines DDD.5/9.3 6041 32130110 10:00 11:40 7 1/2 2.2 65 - 15 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130110 Lab ID 60 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 64940 89810 90200 Compressive Strength(psi) 5170 7150 7180 Test Date 02/20/09 03/13/09 03/13/09 Test Age 7 28 28 Type of Fracture T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 390 February 13, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/13/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 260 Air Range(%) No Air Weather/Temperature Sunny/35 Degrees F Temperature(°F) 50-90 Placement Location: Level 1, Pour 4A Methods Employed: Pump truck,vibrators,and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines EEE/26.3 0 3213916 10:42 12:40 7 1/2 2.1 60 - 5 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 3213916 Lab ID 61 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 73280 82630 82090 Compressive Strength(psi) 5830 6580 6530 Test Date 02/20/09 03/13/09 03/13/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 391 February 13, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/13/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 150 Air Range(%) 4-6 Weather/Temperature Partly Cloudy/20 Degrees Temperature(°F) 50-90 Placement Location: Level 1, Pour 5 Methods Employed: Pump truck,vibrators,and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines 18.2/FFF 6092 32130120 11:45 1:40 7 2.3 63 - - Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130120 Lab ID 62 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 60520 68920 74730 85960 Compressive Strength(psi) 4820 5480 5950 6840 Test Date 02/20/09 03/13/09 03/13/09 04/10/09 Test Age 7 28 28 56 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 392 February 13, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/13/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 150 Air Range(%) No Air Weather/Temperature Partly Cloudy/20 Degrees Temperature(°F) 50-90 Placement Location: Level 1, Pour 5 Methods Employed: Pump truck,vibrators,and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 12/EEE.S 6091 32130128 12:36 2:20 7 1/2 2.7 62 - 5 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130128 Lab ID 63 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 45640 63840 60170 71070 Compressive Strength(psi) 3630 5080 4790 5660 Test Date 02/20/09 03/13/09 03/13/09 04/10/09 Test Age 7 28 28 56 Type of Fracture T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 393 February 13, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/13/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 150 Air Range(%) No Air Weather/Temperature Partly Cloudy/20 Degrees Temperature(°F) 50-90 Placement Location: Level 1, Pour 5 Methods Employed: Pump truck,vibrators,and hand finish Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline 27/NNN 6092 32130133 2:15 3:15 7 1/2 1.8 61 - 8 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130133 Lab ID 64 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 59550 66980 69990 82390 Compressive Strength(psi) 4740 5330 5570 6560 Test Date 02/20/09 03/13/09 03/13/09 04/10/09 Test Age 7 28 28 56 Type of Fracture t3 T5 T5 T5 Additional Comments Field Technician Dustin Rosburg Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 394 February 16, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/16/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 22 Air Range(%) 0-3 Weather/Temperature Sunny/30's Temperature(°F) 50-90 Placement Location: Level 1,shear wall#5 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridline B40.3/R 4789968 85814890 1:46 3:10 24 6.7 57 138.4 Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814890 Lab ID 66 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 69340 98750 102510 Compressive Strength(psi) 5520 7860 8160 Test Date 02/23/09 03/16/09 03/16/09 Test Age 7 28 28 Type of Fracture T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 395 February 17, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/17/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 5 1/2 Air Range(%) 0-3 Weather/Temperature Partly Cloudy/20's Temperature(°F) 50-90 Placement Location: Level 1,Columns 303 to 310,320, 322 to 324,and 326 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column#320 4780612 85814904 1:20 2:38 27 5.9 60 140.0 Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814904 Lab ID 70 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 71120 103280 102920 Compressive Strength(psi) 5660 8220 8190 Test Date 02/24/09 03/17/09 03/17/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 396 February 19, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/19/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 5000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 320 Air Range(%) 0-3 Weather/Temperature Sunny/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 2 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines BB-48 6041 32130193 7:15 8:05 7 6.2 58 139.9 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130193 Lab ID 74 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 51610 69390 67810 Compressive Strength(psi) 4110 5520 5400 Test Date 02/26/09 03/19/09 03/19/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 397 February 19, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/19/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 5000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 320 Air Range(%) 0-3 Weather/Temperature Sunny/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 2 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines X-55 0 32130201 8:09 9:10 8 1/2 6.7 55 139.1 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130201 Lab ID 75 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 39030 59590 58970 69330 Compressive Strength(psi) 3110 4740 4690 5520 Test Date 02/26/09 03/19/09 03/19/09 04/16/09 Test Age 7 28 28 56 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 398 February 19, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/19/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 5000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 320 Air Range(%) 0-3 Weather/Temperature Sunny/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 2 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines LL-59 0 32130207 9:08 9:58 8 1/2 5.4 57 140.5 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130207 Lab ID 76 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 43130 58720 56520 67960 Compressive Strength(psi) 3430 4670 4500 5410 Test Date 02/26/09 03/19/09 03/19/09 04/16/09 Test Age 7 28 28 56 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 399 February 19, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/19/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 5000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 320 Air Range(%) 0-3 Weather/Temperature Sunny/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 2 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines Y-62 0 32130212 9:48 10:43 8 6.0 59 140.3 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130212 Lab ID 77 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 47090 67180 68440 Compressive Strength(psi) 3750 5350 5450 Test Date 02/26/09 03/19/09 03/19/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 400 February 19, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/19/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 5000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 320 Air Range(%) 0-3 Weather/Temperature Sunny/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 2 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines SS-66 6037 32130220 10:49 11:47 8 6.9 62 139.2 25 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130220 Lab ID 78 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 51990 66960 67190 Compressive Strength(psi) 4140 5330 5350 Test Date 02/26/09 03/19/09 03/19/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 401 February 19, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/19/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 5000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 320 Air Range(%) 0-3 Weather/Temperature Sunny/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 2 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Gridlines U-69 6042 32130226 11:40 12:38 6 5.9 61 140.2 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130226 Lab ID 79 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 51880 71840 72210 Compressive Strength(psi) 4130 5720 5750 Test Date 02/26/09 03/19/09 03/19/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 402 February 19, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/19/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 6 1/2 Air Range(%) 0-3 Weather/Temperature Snowy/20's Temperature(°F) 50-90 Placement Location: Level 1,Columns 307,308, 322,&326 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 307 4780140 85814914 12:41 2:09 27 5.5 61 140.4 Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814914 Lab ID 73 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 64610 103350 103430 Compressive Strength(psi) 5140 8220 8230 Test Date 02/26/09 03/19/09 03/19/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 403 February 20, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/20/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 200 Air Range(%) No Air Weather/Temperature Clear/30's Temperature(°F) 50-90 Placement Location: Level 1, Pour 6 Methods Employed: placing boom Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 1.4/QQQ 712 32130264 11:32 12:20 9 4.5 60 142.6 5 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130264 Lab ID 83 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 40790 51620 72070 73070 Compressive Strength(psi) 3250 4110 5740 5810 Test Date 02/25/09 02/27/09 03/20/09 03/20/09 Test Age 5 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 404 February 20, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/20/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 200 Air Range(%) No Air Weather/Temperature Clear/30's Temperature(°F) 50-90 Placement Location: Level 1, Pour 6 Methods Employed: placing boom Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 1.2/LLL 6037 32130252 10:11 10:45 81/2 4.5 64 142.7 15 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130252 Lab ID 85 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 52460 62280 77020 80790 Compressive Strength(psi) 4170 4960 6130 6430 Test Date 02/25/09 02/27/09 03/20/09 03/20/09 Test Age 5 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 405 February 20, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/20/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 200 Air Range(%) No Air Weather/Temperature Clear/30's Temperature(°F) 50-90 Placement Location: Level 1, Pour 6 Methods Employed: placing boom Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 1.4/QQQ 0 32130244 9:23 10:00 9 6.5 60 142.1 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130244 Lab ID 84 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 43700 53190 61090 58730 Compressive Strength(psi) 3480 4230 4860 4670 Test Date 02/25/09 02/27/09 03/20/09 03/20/09 Test Age 5 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 406 February 20, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/20/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 200 Air Range(%) No Air Weather/Temperature Clear/30's Temperature(°F) 50-90 Placement Location: Level 1, Pour 6 Methods Employed: placing boom Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) AAA/5 0 32130236 7:52 9:00 9 4.5 65 143.3 15 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130236 Lab ID 86 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 47410 57270 81570 79990 Compressive Strength(psi) 3770 4560 6490 6370 Test Date 02/25/09 02/27/09 03/20/09 03/20/09 Test Age 5 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 407 February 20, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/20/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 6 Air Range(%) No Air Weather/Temperature Clear/30's Temperature(°F) 50-90 Placement Location: Level 1,columns 420,421,426 Methods Employed: Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 420 4780045 85814943 12:42 2:00 27 4.0 55 142.9 Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814943 Lab ID 81 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 78250 106920 109990 Compressive Strength(psi) 6230 8510 8750 Test Date 02/25/09 03/20/09 03/20/09 Test Age 5 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 408 February 21, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/21/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 23 Air Range(%) No Air Weather/Temperature Clear/40's Temperature(°F) 50-90 Placement Location: Shear wall 7, Level 6 Methods Employed: A crane and a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Northeast corner 4780640 85814957 10:47 12:10 25 1/2 4.6 59 152.6 Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814957 Lab ID 82 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 76960 104970 103760 Compressive Strength(psi) 6120 8350 8260 Test Date 02/28/09 03/21/09 03/21/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 409 February 24, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/24/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 9 1/2 Air Range(%) No Air Weather/Temperature Clear/40's Temperature(°F) 50-90 Placement Location: Level 1,Column 301,319, 325,329,330,331,&332 Methods Employed: A crane and a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 319 4780811 85814979 12:48 2:00 24 5.3 62 152.2 Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814979 Lab ID 101 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 75730 103160 107930 Compressive Strength(psi) 6030 8210 8590 Test Date 03/03/09 03/24/09 03/24/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 410 February 25, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/25/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 7 Air Range(%) No Air Weather/Temperature Clear/40's Temperature(°F) 50-90 Placement Location: Level 1,Column 311,312, 313,314,&318 Methods Employed: A crane and a bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 311 4780612 85814994 12:39 2:00 28 5.2 70 152.7 Notification of field test results: Nati with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5814994 Lab ID 102 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 81100 112030 109800 Compressive Strength(psi) 6450 8920 8740 Test Date 03/04/09 03/25/09 03/25/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Eric Mocko Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 411 February 26, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/26/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 5000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 60 Air Range(%) 0-3 Weather/Temperature Cloudy/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 3 at D to X and 46 to 57 Methods Employed: A crane and bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) R.5-47 6092 32130319 7:25 8:09 8 6.2 58 139.7 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130319 Lab ID 103 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 46730 71930 69050 Compressive Strength(psi) 3720 5720 5490 Test Date 03/05/09 03/26/09 03/26/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 412 February 26, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/26/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 5000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 120 Air Range(%) 0-3 Weather/Temperature Cloudy/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 3 at D to R and 57 to 72 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) 58-K 6092 32130328 9:15 9:53 71/4 5.7 62 140.3 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130328 Lab ID 104 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 62240 92220 89300 Compressive Strength(psi) 4950 7340 7110 Test Date 03/05/09 03/26/09 03/26/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 413 February 26, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/26/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 5000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 120 Air Range(%) 0-3 Weather/Temperature Cloudy/20's Temperature(°F) 50-90 Placement Location: Level 5, Pour 3 at D to R and 57 to 72 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) P-64 0 32130340 10:52 11:47 8 1/2 6.3 62 139.7 15 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130340 Lab ID 105 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 64290 92620 90480 Compressive Strength(psi) 5120 7370 7200 Test Date 03/05/09 03/26/09 03/26/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 414 February 27, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/27/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 350 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 6 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) S/21 6041 32130350 7:05 8:04 8 1.7 55 145.3 15 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130350 Lab ID 108 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 73490 92190 94020 Compressive Strength(psi) 5850 7340 7480 Test Date 03/06/09 03/27/09 03/27/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 415 February 27, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/27/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 350 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 6 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) V/23.5 0 32130361 8:26 9:17 91/2 2.0 55 145.1 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130361 Lab ID 109 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 64490 86000 83040 Compressive Strength(psi) 5130 6840 6610 Test Date 03/06/09 03/27/09 03/27/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 416 February 27, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/27/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 450 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 6 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) DD/23 0 32130370 9:20 10:35 11 1.4 57 145.5 5 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130370 Lab ID 110 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 59050 83840 86330 Compressive Strength(psi) 4700 6670 6870 Test Date 03/06/09 03/27/09 03/27/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Tom with PCL was immediatley notified of the slump test results Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 417 February 27, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/27/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 450 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 6 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) AA/B17.7 712 32130379 10:31 11:19 71/2 1.6 57 145.4 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130379 Lab ID 111 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 55450 61680 96910 93250 Compressive Strength(psi) 4410 4910 7710 7420 Test Date 03/02/09 03/06/09 03/27/09 03/27/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 418 February 27, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/27/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 450 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 6 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) BRR.5/B27.4 0 32130388 11:13 11:59 6 3/4 2.2 56 144.8 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130388 Lab ID 112 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 59830 69900 96570 97510 Compressive Strength(psi) 4760 5560 7680 7760 Test Date 03/02/09 03/06/09 03/27/09 03/27/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 419 February 27, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/27/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 450 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 6 Methods Employed: Crane&Bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) NN/20 712 32130395 11:53 12:45 7 1.7 54 145.2 10 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130395 Lab ID 113 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 58100 61050 84320 83510 Compressive Strength(psi) 4620 4860 6710 6650 Test Date 03/02/09 03/06/09 03/27/09 03/27/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 420 February 27, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/27/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 450 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 6 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) CC/24 0 32130403 12:57 1:43 81/4 1.3 58 145.6 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130403 Lab ID 114 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 51040 59620 83010 83940 Compressive Strength(psi) 4060 4740 6610 6680 Test Date 03/02/09 03/06/09 03/27/09 03/27/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 421 February 27, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/27/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 450 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 6 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) TT/19.5 0 32130411 1:33 2:23 61/2 1.9 55 145.1 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130411 Lab ID 115 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 49880 65700 85080 79700 Compressive Strength(psi) 3970 5230 6770 6340 Test Date 03/02/09 03/06/09 03/27/09 03/27/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 422 February 27, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/27/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 450 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 6 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) BTT.9/23.5 0 32130416 2:13 3:10 8 2.6 56 144.7 5 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130416 Lab ID 116 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 50280 61420 87130 86790 Compressive Strength(psi) 4000 4890 6930 6910 Test Date 03/02/09 03/06/09 03/27/09 03/27/09 Test Age 3 7 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 423 February 27, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 02/27/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22/28 Total Cubic Yards Placed: 54 Air Range(%) 0-3 Weather/Temperature Snowing/20's Temperature(°F) 50-90 Placement Location: Level 5,Shear Wall 6, Level 1,Shear Wall 2 Methods Employed: A crane&bucket,a pump truck for Level 1 Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) BEEE.6/59 4780810 85815012 12:40 2:02 27 5.9 55 140.2 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5815012 Lab ID 107 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 55080 96010 94970 Compressive Strength(psi) 4380 7640 7560 Test Date 03/06/09 03/27/09 03/27/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 424 March 4, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 03/04/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 230 Air Range(%) 0-3 Weather/Temperature Sunny/40's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 7 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) N/23 6043 32130450 6:53 8:11 7 3/4 1.7 57 145.1 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130450 Lab ID 126 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 70900 94050 91330 Compressive Strength(psi) 5640 7480 7270 Test Date 03/11/09 04/01/09 04/01/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 425 March 4, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 03/04/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 230 Air Range(%) 0-3 Weather/Temperature Sunny/40's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 7 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) BTT.9-15 0 32130455 7:39 9:34 9 2.7 62 143.9 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130455 Lab ID 127 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 57640 86730 79200 Compressive Strength(psi) 4590 6900 6300 Test Date 03/11/09 04/01/09 04/01/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 426 March 4, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 03/04/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 230 Air Range(%) 0-3 Weather/Temperature Sunny/40's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 7 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) V-16 0 32130464 9:25 10:09 81/2 1.4 62 145.6 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130464 Lab ID 128 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 65570 88310 88560 Compressive Strength(psi) 5220 7030 7050 Test Date 03/11/09 04/01/09 04/01/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 427 March 4, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 03/04/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 230 Air Range(%) 0-3 Weather/Temperature Sunny/40's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 7 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) QQ/12 6041 32130468 10:03 11:12 81/4 1.7 60 145.2 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130468 Lab ID 129 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 67640 89600 94220 Compressive Strength(psi) 5380 7130 7500 Test Date 03/11/09 04/01/09 04/01/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 428 March 4, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 03/04/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: B&B Excavating 37342400 Slump Range(in.) 8"Max Total Cubic Yards Placed: 230 Air Range(%) 0-3 Weather/Temperature Sunny/40's Temperature(°F) 50-90 Placement Location: Terrace Level, Pour 7 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) TT/8 0 32130474 11:22 12:21 81/2 1.9 63 144.8 5 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130474 Lab ID 130 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 62550 94830 89240 Compressive Strength(psi) 4980 7550 7100 Test Date 03/11/09 04/01/09 04/01/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 429 March 4, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 03/04/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 6000 Concrete Supplier/Mix ID: Lafarge RMXAGV65GF8 Slump Range(in.) 22-28 Total Cubic Yards Placed: 6 Air Range(%) 0-3 Weather/Temperature Sunny/50's Temperature(°F) 50-90 Placement Location: Terrace Level Columns 350,351,362,&413 Methods Employed: A crane&bucket Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) Column 362 4789965 85815032 12:45 2:09 21 5.9 63 140.2 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5815032 Lab ID 131 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 73070 96060 97310 Compressive Strength(psi) 5810 7640 7740 Test Date 03/11/09 04/01/09 04/01/09 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721 C RDU�1In Client: Job Name RCR Vail LLC ENGINEERING C�NSULTRNTS RitzCarltonResidences Address: CONCRETE FIELD PROPERTIES AND 953 South Frontage Road West, Suite 215 COMPRESSIVE STRENGTH TEST RESULTS Job Number Vail, Colorado 81657 08-6502 Report Number Report Date Attn: 430 March 5, 2009 Mr. Cody O'Kelly On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with tne frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives. As we provide periodic services on most projects and may not be onsite during the entire concrete placement, the contractor should be consulted for precise details. This report includes the results of the tests we performed and our observations,however, it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 03/05/09 SpecifiCations Concrete Placed By: PCL Required Strength(psi) 4000 Concrete Supplier/Mix ID: B&B Excavating 37042550 Slump Range(in.) 8"Max Total Cubic Yards Placed: 260 Air Range(%) 0-3 Weather/Temperature Sunny/40's Temperature(°F) 50-90 Placement Location: Level 2, Pour 4 Methods Employed: Pump truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (/o) Temp:°F (pcf) (gallons) A-28 0 32130490 7:29 8:07 9 6.2 58 139.7 Notification of field test results: Tom with PCL Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 32130490 Lab ID 139 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 52900 70690 65400 77530 Compressive Strength(psi) 4210 5630 5200 6170 Test Date 03/12/09 04/02/09 04/02/09 04/30/09 Test Age 7 28 28 56 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate Office Gypsum Office 41 Inverness Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Western Slope,Granby Fax:(970)524 0721