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HomeMy WebLinkAbout02 Concrete 110331 C RDU�1In Client: Job Name Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Aftn: 1 May 27, 2010 Mr. Kyle Griffith 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: 05/27/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 4"Max Total Cubic Yards Placed: 165 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Building Footers 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.0/1.0 4780621 85820156 10:35AM 11:42AM 2 1/2 1.7 68 145.8 15 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820156 Lab ID 1531 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 55960 67090 64990 62360 Compressive Strength(psi) 4450 5340 5170 4960 Test Date 06/03/10 06/24/10 06/24/10 06/24/10 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Aftn: 2 May 27, 2010 Mr. Kyle Griffith 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: 05/27/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 4"Max Total Cubic Yards Placed: 165 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Building Footers 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 E.6/1.3 4780730 85820162 11:48AM 12:59PM 3 1/2 1.5 74 146.2 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820162 Lab ID 1532 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 51710 64140 63300 66340 Compressive Strength(psi) 4110 5100 5040 5280 Test Date 06/03/10 06/24/10 06/24/10 06/24/10 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Aftn: 3 May 27, 2010 Mr. Kyle Griffith 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: 05/27/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 4"Max Total Cubic Yards Placed: 165 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Building Footers 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 A.1/5.4 4780612 85820166 1:05PM 2:02PM 3 1.4 72 146.0 10 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820166 Lab ID 1533 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 53320 65920 61470 61410 Compressive Strength(psi) 4240 5250 4890 4890 Test Date 06/03/10 06/24/10 06/24/10 06/24/10 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Aftn: 4 May 27, 2010 Mr. Kyle Griffith 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: 05/27/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 4"Max Total Cubic Yards Placed: 165 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Building Footers 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 E.2/4.6 4780612 85820174 3:15PM 4:23PM 4 1.5 70 146.1 5 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820174 Lab ID 1534 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 52660 67880 66810 63150 Compressive Strength(psi) 4190 5400 5320 5030 Test Date 06/03/10 06/24/10 06/24/10 06/24/10 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 5 June 7, 2010 Mr. Kyle Griffith 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: 06/07/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 2-5 Total Cubic Yards Placed: 100 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Foundations Walls west of Gridlines A.0-J.0/1.0-1.8 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 A.0/1.5 4780140 85820226 8:15AM 9:24AM 5 1.5 69 145.6 15 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g2g20226 Lab ID 1551 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 51940 72020 76380 68070 Compressive Strength(psi) 4130 5730 6080 5420 Test Date 06/14/10 07/05/10 07/05/10 07/05/10 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 6 June 7, 2010 Mr. Kyle Griffith 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: 06/07/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 2-5 Total Cubic Yards Placed: 100 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Foundation Walls west of Gridlines A.0-J.0/1.0-1.8 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 D.0/1.3 4780612 85820230 9:40AM 10:48AM 5 1.4 73 145.9 10 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g2g20230 Lab ID 1552 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 58910 75500 69610 68330 Compressive Strength(psi) 4690 6010 5540 5440 Test Date 06/14/10 07/05/10 07/05/10 07/05/10 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 7 June 8, 2010 Mr. Kyle Griffith 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: 06/08/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 2-5 Total Cubic Yards Placed: 50 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Foundations Walls west of Gridlines H3-J.0/1.8-8.0 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.0/2.5 4780048 85820257 12:25PM 1:22PM 6 1.6 72 144.8 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g2g20257 Lab ID 1553 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 51220 69850 66540 70820 Compressive Strength(psi) 4080 5560 5300 5640 Test Date 06/15/10 07/06/10 07/06/10 07/06/10 Test Age 7 28 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments We notified Justin with RN Nelson of the slump test results immediately. 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 8 June 10, 2010 Mr. Kyle Griffith 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: 06/10/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 2-5 Total Cubic Yards Placed: 40 Air Range(%) N/A Weather/Temperature Cloudy/70's Temperature(°F) 50-90 Placement Location: Building Footings,at Gridlines C.0-EO/5.4 and E.0-GO/5.4-8.0 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 F.0/8.0 4780109 85820300 1:30PM 2:30PM 6 1.7 71 144.6 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820300 Lab ID 1572 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 53990 64170 64910 68940 Compressive Strength(psi) 4300 5110 5170 5490 Test Date 06/17/10 07/08/10 07/08/10 07/08/10 Test Age 7 28 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments We notified Justin with RA Nelson of the slump test results immediately. 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 9 June 15, 2010 Mr. Kyle Griffith 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: 06/15/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 4"Max Total Cubic Yards Placed: 70 Air Range(%) 0-3 Weather/Temperature Clear/70's Temperature(°F) 50-90 Placement Location: Elevator Core up to 111'and Stair Core up to 111',Wall Gridlines B.0-A.0/5.4-6.0, Pad Gridlines H.3/4.6,Columns E.5/4.6 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) Elevator Core Gridlines E.2/5.0 4780612 85820345 9:19AM 10:40AM 6 1/2 2.0 66 147.2 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820345 Lab ID 1582 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 54430 64220 69590 66730 Compressive Strength(psi) 4330 5110 5540 5310 Test Date 06/22/10 07/13/10 07/13/10 07/13/10 Test Age 7 28 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments We notified RA Nelson of the slump test results. Field Technician Eric Miller 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 10 June 18, 2010 Mr. Kyle Griffith 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: 06/18/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4200 Concrete Supplier/Mix ID: LaFarge/RMXDD42GD87 Slump Range(in.) 1-4" Total Cubic Yards Placed: 50 Air Range(%) 0-3 Weather/Temperature Clear/70's Temperature(°F) 50-90 Placement Location: East Pedestrian Path 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) 10'E, 10'N of NE corner of proposed building 4780612 85820407 9:20 10:45 3 1/2 5.6 70 139.8 5 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820407 Lab ID 1590 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 46260 59570 59410 59940 Compressive Strength(psi) 3680 4740 4730 4770 Test Date 06/25/10 07/16/10 07/16/10 07/16/10 Test Age 7 28 28 28 Type of Fracture T3 T3 T5 T5 Additional Comments Field Technician KMc 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 11 June 21, 2010 Mr. Kyle Griffith 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: 06/21/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 4"Max Total Cubic Yards Placed: 100 Air Range(%) N/A Weather/Temperature Sunny/80's Temperature(°F) 50-90 Placement Location: Foundation walls at gridlines C.1-J.0/1.8-8.0 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 C.3/5.4 4780048 85820434 10:35AM 11:42AM 4 1.3 70 145.4 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820434 Lab ID 1595 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 51880 68920 67530 71520 Compressive Strength(psi) 4130 5480 5370 5690 Test Date 06/28/10 07/19/10 07/19/10 07/19/10 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 12 June 21, 2010 Mr. Kyle Griffith 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: 06/21/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 4"Max Total Cubic Yards Placed: 100 Air Range(%) N/A Weather/Temperature Sunny/80's Temperature(°F) 50-90 Placement Location: Foundation walls at gridlines C.1-J.0/1.8-8.0 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 H.3/7.0 4780639 85820440 12:25PM 1:28PM 3 3/4 1.5 71 145.2 8 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820440 Lab ID 1596 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 53590 69400 73760 73510 Compressive Strength(psi) 4260 5520 5870 5850 Test Date 06/28/10 07/19/10 07/19/10 07/19/10 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 13 June 24, 2010 Mr. Kyle Griffith 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: 06/24/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 4"Max Total Cubic Yards Placed: 8 Air Range(%) 0-3 Weather/Temperature Sunny/80's Temperature(°F) 50-90 Placement Location: Planter Walis at gridlines C.0-DO/5.4-5.6,&gridlines E.0-E.7/7.8-8.0 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 C.3/5.5 221 0016566 1:40PM 3 1/2 1.9 70 146.8 12 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 0016566 Lab ID 1611 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 57110 69800 69410 67940 Compressive Strength(psi) 4540 5550 5520 5410 Test Date 07/01/10 07/22/10 07/22/10 07/22/10 Test Age 7 28 28 28 Type of Fracture T5 T3 T5 T5 Additional Comments Field Technician Josiah Prunty 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 14 July 2, 2010 Mr. Kyle Griffith 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: 07/02/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 4"Max Total Cubic Yards Placed: 30 Air Range(%) N/A Weather/Temperature Cloudy/70's Temperature(°F) 50-90 Placement Location: Elevator shaft walls 2nd to 3rd floor Methods Employed: Tailgate to 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) Elevator Shaft North Side 4780140 85820665 8:55AM 10:28AM 4 1/4 1.6 70 8 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820665 Lab ID 1619 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 51050 61230 62400 Compressive Strength(psi) 4060 4870 4970 Test Date 07/09/10 07/30/10 07/30/10 Test Age 7 28 28 Type of Fracture T5 T5 T5 Additional Comments Field Technician Stephen Buckeridge 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 15 July 12, 2010 Mr. Kyle Griffith 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: 07/12/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 4"Max Total Cubic Yards Placed: 28 Air Range(%) Ent Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: East Stairs, Level 2-4 Methods Employed: Tailgate to 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) South Wall 4780639 85820821 11:55AM 1:05PM 4 1/4 1.5 75 5 Notification of field test results: Justin with RA Nelson and RMS Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820821 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 55430 65890 67830 Compressive Strength(psi) 4410 5240 5400 Test Date 07/19/10 08/09/10 08/09/10 Test Age 7 28 28 Type of Fracture T3 T5 T3 Additional Comments Testing was scheduled at 11:OOAM.The pour was postponed until 1:00 PM.We had to make two trips. Field Technician Stephen Buckeridge 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 16 July 13, 2010 Mr. Kyle Griffith 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: 07/13/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 3500 Concrete Supplier/Mix ID: LaFarge/RMXC140GD9V Slump Range(in.) 5"Max Total Cubic Yards Placed: 80 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Level 2 Slab on metal deck at Gridlines A.0-E.3/1.3-5.4 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) Gridline A.2/1.6 4780730 85820836 7:29AM 8:21AM 3 1/2 3.0 70 144.5 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820836 Lab ID 1642 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 41580 69180 65870 65140 Compressive Strength(psi) 3310 5510 5240 5180 Test Date 07/20/10 08/10/10 08/10/10 08/10/10 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 17 July 13, 2010 Mr. Kyle Griffith 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: 07/13/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 3500 Concrete Supplier/Mix ID: LaFarge/RMXC140GD9V Slump Range(in.) 5"Max Total Cubic Yards Placed: 80 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Level 2 Slab on metal deck at Gridlines A.0-E.3/1.3-5.4 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) Gridline D.5/1.8 4780612 11:10AM 11:40AM 5 2.2 70 145.8 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: Lab ID 1643 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 60630 58830 61800 Compressive Strength(psi) 3400 4820 4680 4920 Test Date 07/20/10 08/10/10 08/10/10 08/10/10 Test Age 7 28 28 28 Type of Fracture T5 T3 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 18 July 14, 2010 Mr. Kyle Griffith 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: 07/14/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 3500 Concrete Supplier/Mix ID: LaFarge/RMXC140GD9V Slump Range(in.) 5"Max Total Cubic Yards Placed: 100 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Level 2 Slab on metal deck at Gridlines E.4-J.0/1.0-8.0 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 1.7/1.1 478730 85820860 7:50AM 9:10AM 5 1.8 71 145.9 22 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820860 Lab ID 1646 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 45630 64920 65660 67280 Compressive Strength(psi) 3630 5170 5230 5350 Test Date 07/21/10 08/11/10 08/11/10 08/11/10 Test Age 7 28 28 28 Type of Fracture T3 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 19 July 14, 2010 Mr. Kyle Griffith 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: 07/14/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 3500 Concrete Supplier/Mix ID: LaFarge/RMXC140GD9V Slump Range(in.) 5"Max Total Cubic Yards Placed: 100 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Level 2 Slab on metal deck at Gridlines E.4-J.0/1.0-8.0 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 H.3/5.4 10:25AM 11:05AM 6 2.4 70 145.0 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: Lab ID 1647 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 36660 56630 56880 56690 Compressive Strength(psi) 2920 4510 4530 4510 Test Date 07/21/10 08/11/10 08/11/10 08/11/10 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 20 July 15, 2010 Mr. Kyle Griffith 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: 07/15/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXC140GD9V Slump Range(in.) 5"Max Total Cubic Yards Placed: 100 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Interior Slab on Grade at Gridlines D.3-J.0/1.0-8.0 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 E.0/4.5 4780612 85820880 7:10AM 8:50AM 6 1/4 2.6 68 145.4 12 Gridline D.5/1.9 Tested at Tailgate,Slump Only 9:18 6 Gridline D.5/1.7 Tested at end of hose,Slump Only 9:25 6 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820880 Lab ID 1651 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 45580 61920 63530 64440 Compressive Strength(psi) 3630 4930 5060 5130 Test Date 07/22/10 08/12/10 08/12/10 08/12/10 Test Age 7 28 28 28 Type of Fracture T3 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 21 July 15, 2010 Mr. Kyle Griffith 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: 07/15/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXC140GD9V Slump Range(in.) 5"Max Total Cubic Yards Placed: 100 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Interior Slab on Grade at Gridlines D.3-J.0/1.0-8.0 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 G.0/4.5 4780728 11:10AM 11:51AM 5 1.2 73 146.3 12 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: Lab ID 1652 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 45830 62970 62140 62290 Compressive Strength(psi) 3650 5010 4940 4960 Test Date 07/22/10 08/12/10 08/12/10 08/12/10 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 22 July 13, 2010 Mr. Kyle Griffith 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: 07/16/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXC140GD9V Slump Range(in.) 4"MAX Total Cubic Yards Placed: 90 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Level 1 floor slab Methods Employed: Tailgate to 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 D.3/1.8 4780730 85820896 7:18AM 8:56AM 4 1/2 1.9 72 7 Notification of field test results: Justin with RA Nelson and Sergio with RMS Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820896 Lab ID 1654 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 48830 67430 67750 67080 Compressive Strength(psi) 3890 5370 5390 5340 Test Date 07/23/10 08/13/10 08/13/10 08/13/10 Test Age 7 28 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Stephen Buckeridge 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 23 July 13, 2010 Mr. Kyle Griffith 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: 07/16/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXC140GD9V Slump Range(in.) 4"MAX Total Cubic Yards Placed: 90 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Level 1 floor 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 C.4/4.7 4780140 85820300 8:30AM 10:18AM 5 2.3 74 5 Notification of field test results: Justin with RA Nelson and Sergio with RMS Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820300 Lab ID 1655 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 42420 62510 62310 63580 Compressive Strength(psi) 3380 4970 4960 5060 Test Date 07/23/10 08/13/10 08/13/10 08/13/10 Test Age 7 28 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments Field Technician Stephen Buckeridge 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 24 July 23, 2010 Mr. Kyle Griffith 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: 07/23/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUG40GD97 Slump Range(in.) 4"MAX Total Cubic Yards Placed: 18.5 of 50 Air Range(%) N/A Weather/Temperature Partly Cloudy/70's Temperature(°F) 50-90 Placement Location: Stair#1 core walls Gridlines B.0-CO/4.6-5.4, 121'to 131'elevation Methods Employed: Pump Truck,Vibration 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 C.0/5.4 4780531 85820999 10:50AM 12:OOPM 5 1/4 1.5 73 145.8 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5820999 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 51180 70840 74010 75740 Compressive Strength(psi) 4070 5640 5890 6030 Test Date 07/30/10 08/20/10 08/20/10 08/20/10 Test Age 7 28 28 28 Type of Fracture T3 T5 T3 T3 Additional Comments Field Technician Jon Noble 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 25 July 29, 2010 Mr. Kyle Griffith 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: 07/29/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 2-5 Total Cubic Yards Placed: 17 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Stair Core#1 from level 4 to level 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) 6'N of SW corner of walls 4780730 85821078 1:50PM 2:38PM 4 1/2 2.0 74 144.5 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5821078 Lab ID 1686 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 55320 74770 77320 72510 Compressive Strength(psi) 4400 5950 6150 5770 Test Date 08/05/10 08/26/10 08/26/10 08/26/10 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 26 August 13, 2010 Mr. Kyle Griffith 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: 08/13/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXUH40GD97 Slump Range(in.) 2-5 Total Cubic Yards Placed: 35 Air Range(%) N/A Weather/Temperature Partly Cloudy/70's Temperature(°F) 50-90 Placement Location: Stair Core#2 from level 4 to Top 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) 7'E of NW corner of walls 4780811 85901047 2:54PM 3:30PM 4 3.0 70 144.7 5 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85901047 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 59720 74150 72960 76930 Compressive Strength(psi) 4750 5900 5810 6120 Test Date 08/20/10 09/10/10 09/10/10 09/10/10 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 27 August 24, 2010 Mr. Kyle Griffith 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: 08/24/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXC140GD9V Slump Range(in.) 3-5 Total Cubic Yards Placed: 43 Air Range(%) N/A Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Interior Slab on Grade,Lavel 1 Mechanical Room 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 H.3/1.2 4780810 85821433 7:31AM 9:15AM 5 2.0 68 144.7 10 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5821433 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 48250 62050 64490 63450 Compressive Strength(psi) 3840 4940 5130 5050 Test Date 08/31/10 09/21/10 09/21/10 09/21/10 Test Age 7 28 28 28 Type of Fracture T3 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 28 September 3, 2010 Mr. Kyle Griffith 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: 09/03/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXZP40GF87 Slump Range(in.) 3-5 Total Cubic Yards Placed: 10 Air Range(%) 3-6 Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: East Side Stairs,Core#2 Methods Employed: Tailgate to Mechanical Pumper 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 5 Staris 4780640 85821553 7:15AM 9:03AM 4 1/2 5.7 64 136.3 15+15 Notification of field test results: Justin with RA Nelson and RMS Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5821553 Lab ID 1795 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 46410 61090 57260 58120 Compressive Strength(psi) 3690 4860 4560 4630 Test Date 09/10/10 10/01/10 10/01/10 10/01/10 Test Age 7 28 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments 15 ga.Of water added after all tests were performed. Field Technician Stephen Buckeridge 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 29 September 13, 2010 Mr. Kyle Griffith 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: 09/13/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXZP40GF87 Slump Range(in.) 3-5 Total Cubic Yards Placed: 10 Air Range(%) 3-6 Weather/Temperature Sunny/50's Temperature(°F) 50-90 Placement Location: Stair Methods Employed: Tailgate to 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) Level 5 Stairs 4780640 85821648 7:10AM 9:OOAM 6 1/4 2.6 65 140.4 18 Notification of field test results: Justin with RA Nelson and Sergio with RMS Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5821648 Lab ID 1818 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 47860 66610 65110 67530 Compressive Strength(psi) 3810 5300 5180 5370 Test Date 09/20/10 10/11/10 10/11/10 10/11/10 Test Age 7 28 28 28 Type of Fracture T5 T3 T5 T5 Additional Comments Field Technician Stephen Buckeridge 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 30 October 1, 2010 Mr. Kyle Griffith 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: 10/01/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4000 Concrete Supplier/Mix ID: LaFarge/RMXDD42GD87 Slump Range(in.) 4"MAX Total Cubic Yards Placed: 9 Air Range(%) 5-8 Weather/Temperature Sunny/70's Temperature(°F) 50-90 Placement Location: Crosspan on W.Lionshead Cir @ Site Entrance Methods Employed: Tailgated 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) 6'North of South End of Crosspan 4780729 85909210 3:20PM 4:04PM 3 1/2 6.1 72 138.8 5 gallons Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85909210 Lab ID 1888 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 43970 56860 65790 67690 64070 Compressive Strength(psi) 3500 4520 5240 5390 5100 Test Date 10/04/10 10/08/10 10/29/10 10/29/10 10/29/10 Test Age 3 7 28 28 28 Type of Fracture T5 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 31 October 15, 2010 Mr. Kyle Griffith 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: 10/15/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4500 Concrete Supplier/Mix ID: LaFarge/RMXDD42GD87 Slump Range(in.) 4"MAX Total Cubic Yards Placed: 30 Air Range(%) 6-8 Weather/Temperature Sunny/60's Temperature(°F) 50-90 Placement Location: West Side Apron in front of garage door Methods Employed: Tailgate to 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) 25'S,20'W of NE corner of Apron 4780811 85909339 4:35PM 5:19PM 4 1/4 6.0 68 140.4 Notification of field test results: Justin with RA Nelson and Sergio with RMS Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85909339 Lab ID 1936 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 51700 66850 66900 65960 Compressive Strength(psi) 4110 5320 5320 5250 Test Date 10/22/10 11/12/10 11/12/10 11/12/10 Test Age 7 28 28 28 Type of Fracture T5 T3 T5 T5 Additional Comments Scheduled for 4:OOPM pour,started test at 5:19PM. Field Technician Stephen Buckeridge 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 32 October 18, 2010 Mr. Kyle Griffith 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: 10/18/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4500 Concrete Supplier/Mix ID: LaFarge/RMXDD42GD87 Slump Range(in.) 4"MAX Total Cubic Yards Placed: 13 Air Range(%) 5-8 Weather/Temperature Cloudy/40's to 50's Temperature(°F) 50-90 Placement Location: C&G from approximately 40'to 200'east of Gridlines A.0/5.4 West Entrance to driveway planner Methods Employed: 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) 50'E of Gridline A.0/5.4 612 85822147 7:27AM 8:57AM 3 6.0 65 143.2 Notification of field test results: Justin with RA Nelson Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5822147 Lab ID 1940 Cylinder Diameter(in.) 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 Maximum Load 54390 77300 77930 Compressive Strength(psi) 4330 6150 6200 Test Date 10/25/10 11/15/10 11/15/10 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 Vail Resort Development Co. ENGINEERING C�NSULTRNTS FirstChairEmployeeHousing Address: CONCRETE FIELD PROPERTIES AND PO Box 959 COMPRESSIVE STRENGTH TEST RESULTS Job Number Avon, CO 81620 10-6522 Report Number Report Date Attn: 33 October 19, 2010 Mr. Kyle Griffith 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: 10/19/10 SpecifiCations Concrete Placed By: RMS Concrete Required Strength(psi) 4500 Concrete Supplier/Mix ID: LaFarge/RMXDD42GD87 Slump Range(in.) 4"MAX Total Cubic Yards Placed: 16 Air Range(%) 4-8 Weather/Temperature Cloudy/40's Temperature(°F) 50-90 Placement Location: C&G on N&S sides of East Paking Lot Methods Employed: Tailgate 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) NE corner of Parking Lot C&G 4780811 85822164 7:25AM 8:OOAM 3 1/2 4.7 62 143.3 8+5 Notification of field test results: Justin with RA Nelson and AI with RMS Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: g5822164 Lab ID 1950 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 61210 72990 70560 71010 Compressive Strength(psi) 4870 5810 5610 5650 Test Date 10/26/10 11/16/10 11/16/10 11/16/10 Test Age 7 28 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments 5 gallons of water was added after all tests were performed. Field Technician Stephen Buckeridge 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