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HomeMy WebLinkAboutGrout Brks CRDUIIIn ENGINEERING CDNSULTRNTS GROUT PROPERTIES Project: Ritz Carlton Residences Date: 1/9/2009 Job Number: 08-6502 Client: RCR Vail, LLC Copies to: 953 S. Frontage Rd., Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O'Kelly Specimen Set Number: 1 Compressive Strength of Grout Specimens Cast Date: 1/9/2009 Laboratory ID #: 536 Placement Location: Upper Basement, Gridline BEE.6 from B57.2 to 65, EI. 4' to 8' and Gridline 71 from BHH.9 to BPP.9, EI. 0' to 4' Unit Type: Grout Box Supplier/ Mix ID: Vogelman On-Site Mix Specifications Slump (inches): 10" 8-11" Temperature: 61 F 40-120 F Initial Cure: Standard Initial Cure Final Cure: ASTM C31 - Laboratory Curing Room Compressive Strength Test Data (ASTM C 1019) Specimen Set Number 1A 1 B 1 C Width Measurement#1 3.31 3.38 3.36 Width Measurement#2 3.35 3.37 3.24 Width Measurement#3 3.24 3.30 3.35 Width Measurement#4 3.35 3.34 3.26 Height Measurement#1 5.83 5.71 5.96 Height Measurement#2 5.84 5.72 6.02 Height Measurement#3 5.78 5.80 6.06 Height Measurement#4 5.75 5.72 5.95 Width to Height Ratio 1.75 1.71 1.82 Cross Sectional Area 10.98 11.20 10.90 Load 35,460 28,140 32,220 Strength (psi) 3230 2510 2960 Specified Strength 2000 2000 2000 Test Date 02/06/09 02/06/09 02/06/09 Age 28 28 28 Average Strength 2900 41 Inverness Drive East 7393 Dahlia Street P.O.Box 464 Englewood,CO 80112 Commerce City,CO 80022 Gypsum,Colorado 81637 Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDUIIIn ENGINEERING CDNSULTRNTS GROUT PROPERTIES Project: Ritz Carlton Residences Date: 2/5/2009 Job Number: 08-6502 Client: RCR Vail, LLC Copies to: 953 S. Frontage Rd., Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O'Kelly Specimen Set Number: 2 Compressive Strength of Grout Specimens Cast Date: 2/5/2009 Laboratory ID #: 536 Placement Location: Room 138-Upper Garage and Room 140-Lower Garage Unit Type: 3x3x6 specimen Supplier/ Mix ID: Vogelman On-Site Mix Specifications Slump (inches): 10 1/4 8-11" Temperature: 61 40-120 F Initial Cure: Standard Initial Cure Final Cure: ASTM C31 - Laboratory Curing Room Compressive Strength Test Data (ASTM C 1019) Specimen Set Number 2a 2b 2c Width Measurement#1 3.26 3.27 3.28 Width Measurement#2 3.25 3.26 3.25 Width Measurement#3 3.30 3.29 3.29 Width Measurement#4 3.29 3.28 3.30 Height Measurement#1 5.63 6.63 6.25 Height Measurement#2 5.75 6.59 6.20 Height Measurement#3 5.71 6.63 6.20 Height Measurement#4 5.65 6.61 6.23 Width to Height Ratio 1.74 2.02 1.90 Cross Sectional Area 10.73 10.73 10.76 Load 33,010 31,000 29,580 Strength (psi) 3080 2890 2750 Specified Strength 2000 2000 2000 Test Date 03/05/09 03/05/09 03/05/09 Age 28 28 28 Average Strength 2910 41 Inverness Drive East 7393 Dahlia Street P.O.Box 464 Englewood,CO 80112 Commerce City,CO 80022 Gypsum,Colorado 81637 Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDUIIIn ENGINEERING CDNSULTRNTS GROUT PROPERTIES Project: Ritz Carlton Residences Date: 3/24/2009 Job Number: 08-6502 Client: RCR Vail, LLC Copies to: 953 S. Frontage Rd., Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O'Kelly Specimen Set Number: 3 Compressive Strength of Grout Specimens Cast Date: 3/24/2009 Laboratory ID #: Placement Location: Terrace Level Room G166 at an elevation of 4' to 8' Unit Type: 3x6 inch specimens Supplier/ Mix ID: On-Site Mix Specifications Slump (inches): 9 1/2" 8-11" Temperature: 61 Degrees F 40-120 Degrees F Initial Cure: Standard Initial Cure Final Cure: ASTM C31 - Laboratory Curing Room Compressive Strength Test Data (ASTM C 1019) Specimen Set Number 3 A 3 B 3 C Width Measurement#1 3.24 3.23 3.22 Width Measurement#2 3.23 3.30 3.21 Width Measurement#3 3.25 3.23 3.35 Width Measurement#4 3.26 3.21 3.25 Height Measurement#1 6.75 6.73 6.68 Height Measurement#2 6.72 6.69 6.75 Height Measurement#3 6.81 6.72 6.77 Height Measurement#4 6.78 6.78 6.72 Width to Height Ratio 2.09 2.08 2.07 Cross Sectional Area 10.52 10.52 10.61 Load 37,340 38,500 33,860 Strength (psi) 3550 3660 3190 Specified Strength 2000 2000 2000 Test Date 04/21/09 04/21/09 04/21/09 Age 28 28 28 Average Strength 3470 41 Inverness Drive East 7393 Dahlia Street P.O.Box 464 Englewood,CO 80112 Commerce City,CO 80022 Gypsum,Colorado 81637 Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDUIIIn ENGINEERING CDNSULTRNTS GROUT PROPERTIES Project: Ritz Carlton Residences Date: 5/28/2009 Job Number: 08-6502 Client: RCR Vail, LLC Copies to: 953 S. Frontage Rd., Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O'Kelly Specimen Set Number: 5 Compressive Strength of Grout Specimens Cast Date: 5/28/2009 Laboratory ID #: Placement Location: Lower Basement Level at Gridlines (BNNN.4-TTT)-(1-1.3) from 0' to 2' Unit Type: 3x3x6 inch specimens Supplier/ Mix ID: Mixed on site Specifications Slump (inches): 9 3/4 8-11" Temperature: 65 40-120 Degrees F Initial Cure: Standard Initial Cure Final Cure: ASTM C31 - Laboratory Curing Room Compressive Strength Test Data (ASTM C 1019) Specimen Set Number 5 A 5 B 5 C Width Measurement#1 3.26 3.36 3.28 Width Measurement#2 3.25 3.30 3.26 Width Measurement#3 3.20 3.25 3.30 Width Measurement#4 3.23 3.28 3.31 Height Measurement#1 6.13 6.13 5.90 Height Measurement#2 6.14 6.15 5.98 Height Measurement#3 6.19 6.20 5.95 Height Measurement#4 6.16 6.18 5.97 Width to Height Ratio 1.90 1.87 1.81 Cross Sectional Area 10.46 10.87 10.81 Load 29,830 30,120 33,140 Strength (psi) 2850 2770 3070 Specified Strength 1500 1500 1500 Test Date 06/25/09 06/25/09 06/25/09 Age 28 28 28 Average Strength 2900 41 Inverness Drive East 7393 Dahlia Street P.O.Box 464 Englewood,CO 80112 Commerce City,CO 80022 Gypsum,Colorado 81637 Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDUIIIn ENGINEERING CDNSULTRNTS GROUT PROPERTIES Project: Ritz Carlton Residences Date: 11/25/2009 Job Number: 08-6502 Client: RCR Vail, LLC Copies to: 953 S. Frontage Rd., Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O'Kelly Specimen Set Number: 4 Compressive Strength of Grout Specimens Cast Date: 11/25/2009 Laboratory ID #: Placement Location: Lower Basement Level Elevator#7 Doorway from 4' - 8'. Unit Type: Grout box Supplier/ Mix ID: Mixed on site Specifications Slump (inches): 8 1/2" 8-11" Temperature: 68 40-120 Degrees F Initial Cure: Standard Initial Cure Final Cure: ASTM C31 - Laboratory Curing Room Compressive Strength Test Data (ASTM C 1019) Specimen Set Number 4 A 4 B 4 C Width Measurement#1 3.25 3.56 3.36 Width Measurement#2 3.20 3.60 3.35 Width Measurement#3 3.56 3.25 3.25 Width Measurement#4 3.58 3.20 3.30 Height Measurement#1 6.30 6.00 6.00 Height Measurement#2 6.28 6.01 5.95 Height Measurement#3 6.29 6.02 5.99 Height Measurement#4 6.31 6.00 6.03 Width to Height Ratio 1.85 1.77 1.81 Cross Sectional Area 11.51 11.55 10.99 Load 35,010 36,470 38,940 Strength (psi) 3040 3160 3540 Specified Strength 1500 1500 1500 Test Date 12/23/09 12/23/09 12/23/09 Age 28 28 28 Average Strength 3250 41 Inverness Drive East 7393 Dahlia Street P.O.Box 464 Englewood,CO 80112 Commerce City,CO 80022 Gypsum,Colorado 81637 Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDUIIIn ENGINEERING CDNSULTRNTS GROUT PROPERTIES Project: Ritz Carlton Residences Date: 11/25/2009 Job Number: 08-6502 Client: RCR Vail, LLC Copies to: 953 S. Frontage Rd., Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O'Kelly Specimen Set Number: 6 Compressive Strength of Grout Specimens Cast Date: 11/25/2009 Laboratory ID #: 160 Placement Location: Upper Basement Level Elevator#2 Doorway from 4' - 8'. Unit Type: Grout box Supplier/ Mix ID: Mixed on site Specifications Slump (inches): 8 1/2" 8-11" Temperature: 68 40-120 Degrees F Initial Cure: Standard Initial Cure Final Cure: ASTM C31 - Laboratory Curing Room Compressive Strength Test Data (ASTM C 1019) Specimen Set Number 6 A 6 B 6 C Width Measurement#1 3.25 3.25 3.29 Width Measurement#2 3.26 3.30 3.30 Width Measurement#3 3.25 3.23 3.53 Width Measurement#4 3.25 3.28 3.50 Height Measurement#1 6.05 6.03 6.25 Height Measurement#2 6.01 6.09 6.30 Height Measurement#3 5.99 6.02 6.28 Height Measurement#4 6.00 6.10 6.27 Width to Height Ratio 1.85 1.86 1.84 Cross Sectional Area 10.58 10.66 11.58 Load 34,580 32,820 37,060 Strength (psi) 3270 3080 3200 Specified Strength 1500 1500 1500 Test Date 12/23/09 12/23/09 12/23/09 Age 28 28 28 Average Strength 3180 41 Inverness Drive East 7393 Dahlia Street P.O.Box 464 Englewood,CO 80112 Commerce City,CO 80022 Gypsum,Colorado 81637 Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721