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HomeMy WebLinkAboutPrisms Brks CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM PROPERTIES Project: Ritz Carlton Residences Date: 11/13/2008 Job Number: 08-6502 Client: RCR Vail, LLC Copies to: 953 S. Frontage Rd, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O'Kelly Prism Set Number: 1 Compressive Strength of Masonry Prisms Cast Date: 10/16/2008 Laboratory ID #: 517 Placement Location: Upper Basement, 0' to 4' Unit Type: Ungrouted Prism Supplier/ Mix ID: Vogelman on-site mix Compressive Strength Test Data (ASTM C 1314) Prism Set Number 1 A 1 B 1 C Prism Height (in.) 15.81 15.84 15.75 Prism Thickness (in.) 7.66 7.69 7.64 Prism Length (in.) 7.63 7.66 7.63 Height/Thickness Ratio 2.07 2.06 2.06 Correction Factor 1.006 1.005 1.005 Net Cross Sect. Area (sq. in.) 35.77 36.49 35.55 Gross Cross Sect. Area (sq. in.) 58.38 58.84 58.30 Maximum Load (Ibf) 90,360 81,680 85,640 Compressive Strength 2,540 2,250 2,420 Specified Strength 1500 1500 1500 Test Date 11/13/08 11/13/08 11/13/08 Age 28 28 28 Average Strength 2400 P.O.Box 464 41 Inverness Drive East 7393 Dahlia Street Gypsum,Colorado 81637 Englewood,CO 80112 Commerce City,CO 80022 Tel:(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(970)524 0721 Fax:(303)289 1686 Fax:(303)289 6742 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM PROPERTIES Project: Ritz Carlton Residences Date: 11/13/2008 Job Number: 08-6502 Client: RCR Vail, LLC Copies to: 953 S. Frontage Rd, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O'Kelly Prism Set Number: 2 Compressive Strength of Masonry Prisms Cast Date: 10/16/2008 Laboratory ID #: 518 Placement Location: Upper Basement, 0' to 4' Unit Type: Grouted Prism Supplier/ Mix ID: Vogelman on-site mix Compressive Strength Test Data (ASTM C 1314) Prism Set Number 2 A 2 B 2 C Prism Height (in.) 15.81 15.94 15.83 Prism Thickness (in.) 7.66 7.64 7.66 Prism Length (in.) 7.63 7.66 7.64 Height/Thickness Ratio 2.07 2.09 2.07 Correction Factor 1.006 1.007 1.006 Net Cross Sect. Area (sq. in.) 58.38 58.45 58.50 Gross Cross Sect. Area (sq. in.) 58.38 58.45 58.50 Maximum Load (Ibf) 130,860 130,330 146,170 Compressive Strength 2,260 2,250 2,510 Specified Strength 1500 1500 1500 Test Date 11/13/08 11/13/08 11/13/08 Age 28 28 28 Average Strength 2340 P.O.Box 464 41 Inverness Drive East 7393 Dahlia Street Gypsum,Colorado 81637 Englewood,CO 80112 Commerce City,CO 80022 Tel:(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(970)524 0721 Fax:(303)289 1686 Fax:(303)289 6742 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM PROPERTIES Project: Ritz Carlton Residences Date: 11/18/2008 Job Number: 08-6502 Client: RCR Vail, LLC Copies to: 953 S. Frontage Rd, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O'Kelly Prism Set Number: 3 Compressive Strength of Masonry Prisms Cast Date: 10/21/2008 Laboratory ID #: 519 Placement Location: Upper Basement, 8' to 12' Unit Type: Ungrouted Prism Supplier/ Mix ID: Vogelman on-site mix Compressive Strength Test Data (ASTM C 1314) Prism Set Number 3 A 3 B 3 C Prism Height (in.) 15.56 15.69 15.63 Prism Thickness (in.) 7.56 7.63 7.56 Prism Length (in.) 7.63 7.63 7.63 Height/Thickness Ratio 2.06 2.06 2.07 Correction Factor 1.005 1.005 1.006 Net Cross Sect. Area (sq. in.) 31.76 35.34 34.87 Gross Cross Sect. Area (sq. in.) 57.65 58.14 57.68 Maximum Load (Ibf) 74,410 71,420 75,820 Compressive Strength 2,350 2,030 2,190 Specified Strength 1500 1500 1500 Test Date 11/18/08 11/18/08 11/18/08 Age 28 28 28 Average Strength 2190 P.O.Box 464 41 Inverness Drive East 7393 Dahlia Street Gypsum,Colorado 81637 Englewood,CO 80112 Commerce City,CO 80022 Tel:(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(970)524 0721 Fax:(303)289 1686 Fax:(303)289 6742 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM PROPERTIES Project: Ritz Carlton Residences Date: 11/18/2008 Job Number: 08-6502 Client: RCR Vail, LLC Copies to: 953 S. Frontage Rd, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O'Kelly Prism Set Number: 4 Compressive Strength of Masonry Prisms Cast Date: 10/21/2008 Laboratory ID #: 520 Placement Location: Upper Basement, 8' to 12' Unit Type: Grouted Prism Supplier/ Mix ID: Vogelman on-site mix Compressive Strength Test Data (ASTM C 1314) Prism Set Number 4 A 4 B 4 C Prism Height (in.) 15.69 15.63 15.63 Prism Thickness (in.) 7.56 7.63 7.63 Prism Length (in.) 7.63 7.63 7.63 Height/Thickness Ratio 2.07 2.05 2.05 Correction Factor 1.004 1.006 1.006 Net Cross Sect. Area (sq. in.) 57.66 58.14 58.14 Gross Cross Sect. Area (sq. in.) 57.66 58.14 58.14 Maximum Load (Ibf) 118,000 132,110 116,750 Compressive Strength 2,050 2,290 2,020 Specified Strength 1500 1500 1500 Test Date 11/18/08 11/18/08 11/18/08 Age 28 28 28 Average Strength 2120 P.O.Box 464 41 Inverness Drive East 7393 Dahlia Street Gypsum,Colorado 81637 Englewood,CO 80112 Commerce City,CO 80022 Tel:(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(970)524 0721 Fax:(303)289 1686 Fax:(303)289 6742 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM 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 Prism Set Number: 5 Compressive Strength of Masonry Prisms Cast Date: 1/9/2009 Laboratory ID #: 538 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: Ungrouted Prism Supplier/ Mix ID: Vogelman on-site mix Compressive Strength Test Data (ASTM C 1314) Prism Set Number 5 A 5 B 5 C Prism Height (in.) 15.81 15.69 15.78 Prism Thickness (in.) 7.66 7.70 7.72 Prism Length (in.) 7.69 7.69 7.69 Height/Thickness Ratio 2.07 2.04 2.04 Correction Factor 1.006 1.003 1.003 Net Cross Sect. Area (sq. in.) 32.04 36.68 32.40 Gross Cross Sect. Area (sq. in.) 58.86 59.19 59.34 Maximum Load (Ibf) 82,380 84,520 77,890 Compressive Strength 2,590 2,310 2,410 Specified Strength 1500 1500 1500 Test Date 02/06/09 02/06/09 02/06/09 Age 28 28 28 Average Strength 2440 P.O.Box 464 41 Inverness Drive East 7393 Dahlia Street Gypsum,Colorado 81637 Englewood,CO 80112 Commerce City,CO 80022 Tel:(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(970)524 0721 Fax:(303)289 1686 Fax:(303)289 6742 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM 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 Prism Set Number: 6 Compressive Strength of Masonry Prisms Cast Date: 1/9/2009 Laboratory ID #: 537 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: Grouted Prism Supplier/ Mix ID: Vogelman on-site mix Compressive Strength Test Data (ASTM C 1314) Prism Set Number 6 A 6 B 6 C Prism Height (in.) 15.75 15.81 15.80 Prism Thickness (in.) 7.63 7.63 7.66 Prism Length (in.) 7.69 7.70 7.72 Height/Thickness Ratio 2.06 2.07 2.06 Correction Factor 1.005 1.006 1.005 Net Cross Sect. Area (sq. in.) 58.67 58.71 59.10 Gross Cross Sect. Area (sq. in.) 58.67 58.71 59.10 Maximum Load (Ibf) 156,910 161,350 150,500 Compressive Strength 2,690 2,760 2,560 Specified Strength 1500 1500 1500 Test Date 02/06/09 02/06/09 02/06/09 Age 28 28 28 Average Strength 2670 P.O.Box 464 41 Inverness Drive East 7393 Dahlia Street Gypsum,Colorado 81637 Englewood,CO 80112 Commerce City,CO 80022 Tel:(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(970)524 0721 Fax:(303)289 1686 Fax:(303)289 6742 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM 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 Prism Set Number: 7 Compressive Strength of Masonry Prisms Cast Date: 2/5/2009 Laboratory ID #: 55 Placement Location: Room 138-Upper Garage and Room 140-Lower Garage Unit Type: 8" CMU-Grouted Supplier/ Mix ID: On-site mix Quickcrete Compressive Strength Test Data (ASTM C 1314) Prism Set Number 7 A 7 B 7 C Prism Height (in.) 15.98 16.06 15.85 Prism Thickness (in.) 8.22 7.75 8.31 Prism Length (in.) 7.64 7.67 7.69 Height/Thickness Ratio 1.94 2.07 1.91 Correction Factor 0.983 1.006 0.975 Net Cross Sect. Area (sq. in.) 62.78 59.43 63.91 Gross Cross Sect. Area (sq. in.) 62.78 59.43 63.91 Maximum Load (Ibf) 138,090 125,480 146,210 Compressive Strength 2,160 2,120 2,230 Specified Strength 1500 1500 1500 Test Date 03/05/09 03/05/09 03/05/09 Age 28 28 28 Average Strength 2170 P.O.Box 464 41 Inverness Drive East 7393 Dahlia Street Gypsum,Colorado 81637 Englewood,CO 80112 Commerce City,CO 80022 Tel:(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(970)524 0721 Fax:(303)289 1686 Fax:(303)289 6742 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM 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 Prism Set Number: 8 Compressive Strength of Masonry Prisms Cast Date: 2/5/2009 Laboratory ID #: 54 Placement Location: Room 138-Upper Garage and Room 140-Lower Garage Unit Type: 8" CMU, NOT grouted Supplier/ Mix ID: On-site mix Quickcrete Compressive Strength Test Data (ASTM C 1314) Prism Set Number 8 A 8 B 8 C Prism Height (in.) 15.81 15.75 15.59 Prism Thickness (in.) 7.94 8.56 7.69 Prism Length (in.) 7.66 7.69 7.63 Height/Thickness Ratio 1.99 1.84 2.03 Correction Factor 0.997 0.955 1.002 Net Cross Sect. Area (sq. in.) 30.12 40.48 32.88 Gross Cross Sect. Area (sq. in.) 60.77 65.82 58.62 Maximum Load (Ibf) 74,510 85,820 66,270 Compressive Strength 2,470 2,020 2,020 Specified Strength 1500 1500 1500 Test Date 03/05/09 03/05/09 03/05/09 Age 28 28 28 Average Strength 2170 P.O.Box 464 41 Inverness Drive East 7393 Dahlia Street Gypsum,Colorado 81637 Englewood,CO 80112 Commerce City,CO 80022 Tel:(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(970)524 0721 Fax:(303)289 1686 Fax:(303)289 6742 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM 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 Prism Set Number: 9 Compressive Strength of Masonry Prisms Cast Date: 3/24/2009 Laboratory ID #: 106 Placement Location: Terrace Level Room G166 at an elevation of 4' to 8' Unit Type: 8" Un-Grouted Supplier/ Mix ID: On-Site Mix Compressive Strength Test Data (ASTM C 1314) Prism Set Number 9 A 9 B 9 C Prism Height (in.) 15.76 15.74 15.78 Prism Thickness (in.) 7.69 7.65 7.68 Prism Length (in.) 7.66 7.75 7.63 Height/Thickness Ratio 2.05 2.06 2.05 Correction Factor 1.004 1.005 1.004 Net Cross Sect. Area (sq. in.) 36.35 36.58 35.97 Gross Cross Sect. Area (sq. in.) 58.86 59.31 58.58 Maximum Load (Ibf) 82,680 72,230 63,090 Compressive Strength 2,280 1,980 1,760 Specified Strength 1500 1500 1500 Test Date 04/21/09 04/21/09 04/21/09 Age 28 28 28 Average Strength 2010 P.O.Box 464 41 Inverness Drive East 7393 Dahlia Street Gypsum,Colorado 81637 Englewood,CO 80112 Commerce City,CO 80022 Tel:(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(970)524 0721 Fax:(303)289 1686 Fax:(303)289 6742 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM 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 Prism Set Number: 10 Compressive Strength of Masonry Prisms Cast Date: 3/24/2009 Laboratory ID #: 105 Placement Location: Terrace Level Room G166 at an elevation of 4' to 8' Unit Type: 8" Grouted Supplier/ Mix ID: On-Site Mix Compressive Strength Test Data (ASTM C 1314) Prism Set Number 10 A 10 B 10 C Prism Height (in.) 15.75 15.77 15.81 Prism Thickness (in.) 7.63 7.63 7.66 Prism Length (in.) 7.70 7.69 7.73 Height/Thickness Ratio 2.07 2.07 2.07 Correction Factor 1.006 1.006 1.006 Net Cross Sect. Area (sq. in.) 58.72 58.71 59.20 Gross Cross Sect. Area (sq. in.) 58.72 58.71 59.20 Maximum Load (Ibf) 124,570 126,530 120,980 Compressive Strength 2,130 2,170 2,060 Specified Strength 1500 1500 1500 Test Date 04/21/09 04/21/09 04/21/09 Age 28 28 28 Average Strength 2120 P.O.Box 464 41 Inverness Drive East 7393 Dahlia Street Gypsum,Colorado 81637 Englewood,CO 80112 Commerce City,CO 80022 Tel:(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(970)524 0721 Fax:(303)289 1686 Fax:(303)289 6742 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM 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 Prism Set Number: 11 Compressive Strength of Masonry Prisms Cast Date: 5/28/2009 Laboratory ID #: 105 Placement Location: Lower Basement Level at Gridlines (BNNN.4-TTT)-(1-1.3) from 0' to 2' Unit Type: Un-Grouted 8" Supplier/ Mix ID: On-Site Mix Compressive Strength Test Data (ASTM C 1314) Prism Set Number 11 A 11 B 11 C Prism Height (in.) 15.75 15.69 15.62 Prism Thickness (in.) 7.70 7.63 7.68 Prism Length (in.) 7.63 7.65 7.65 Height/Thickness Ratio 2.05 2.06 2.03 Correction Factor 1.000 1.000 1.000 Net Cross Sect. Area (sq. in.) 28.10 33.02 33.01 Gross Cross Sect. Area (sq. in.) 58.75 58.37 58.75 Maximum Load (Ibf) 65,230 62,580 67,970 Compressive Strength 2,320 1,900 2,060 Specified Strength 1500 1500 1500 Test Date 06/25/09 06/25/09 06/25/09 Age 28 28 28 Average Strength 2090 P.O.Box 464 41 Inverness Drive East 7393 Dahlia Street Gypsum,Colorado 81637 Englewood,CO 80112 Commerce City,CO 80022 Tel:(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(970)524 0721 Fax:(303)289 1686 Fax:(303)289 6742 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM 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 Prism Set Number: 12 Compressive Strength of Masonry Prisms Cast Date: 5/28/2009 Laboratory ID #: 105 Placement Location: Lower Basement Level at Gridlines (BNNN.4-TTT)-(1-1.3) from 0' to 2' Unit Type: Grouted 8" Supplier/ Mix ID: Mixed on-site Compressive Strength Test Data (ASTM C 1314) Prism Set Number 12 A 12 B 12 C Prism Height (in.) 15.19 15.12 15.11 Prism Thickness (in.) 7.62 7.62 7.62 Prism Length (in.) 8.12 8.18 8.27 Height/Thickness Ratio 1.99 1.98 1.98 Correction Factor 1 1 1 Net Cross Sect. Area (sq. in.) 61.87 62.33 63.02 Gross Cross Sect. Area (sq. in.) 61.87 62.33 63.02 Maximum Load (Ibf) 161,340 150,090 170,600 Compressive Strength 2,610 2,410 2,710 Specified Strength 1500 1500 1500 Test Date 06/25/09 06/25/09 06/25/09 Age 28 28 28 Average Strength 2577 P.O.Box 464 41 Inverness Drive East 7393 Dahlia Street Gypsum,Colorado 81637 Englewood,CO 80112 Commerce City,CO 80022 Tel:(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(970)524 0721 Fax:(303)289 1686 Fax:(303)289 6742 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM PROPERTIES Project: Ritz Carlton Residences Date: 12/15/2009 Job Number: 08-6502 Client: RCR Vail, LLC Copies to: 953 S. Frontage Rd, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O'Kelly Prism Set Number: 13 Compressive Strength of Masonry Prisms Cast Date: 12/15/2009 Laboratory ID #: 181 Placement Location: Unit Type: Grouted 8" Supplier/ Mix ID: Mixed on-site Compressive Strength Test Data (ASTM C 1314) Prism Set Number 13 A 13 B 13 C Prism Height (in.) 15.50 15.50 15.50 Prism Thickness (in.) 7.70 7.75 7.66 Prism Length (in.) 7.63 7.63 7.63 Height/Thickness Ratio 2.01 2.00 2.02 Correction Factor 1.000 1.000 1.000 Net Cross Sect. Area (sq. in.) 58.71 59.09 58.41 Gross Cross Sect. Area (sq. in.) 58.71 59.09 58.41 Maximum Load (Ibf) 218,460 230,290 220,520 Compressive Strength 3,720 3,900 3,780 Specified Strength 1500 1500 1500 Test Date 01/12/10 01/12/10 01/12/10 Age 28 28 28 Average Strength 3800 P.O.Box 464 41 Inverness Drive East 7393 Dahlia Street Gypsum,Colorado 81637 Englewood,CO 80112 Commerce City,CO 80022 Tel:(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(970)524 0721 Fax:(303)289 1686 Fax:(303)289 6742 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM PROPERTIES Project: Ritz Carlton Residences Date: 12/15/2009 Job Number: 08-6502 Client: RCR Vail, LLC Copies to: 953 S. Frontage Rd, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O'Kelly Prism Set Number: 14 Compressive Strength of Masonry Prisms Cast Date: 12/15/2009 Laboratory ID #: 180 Placement Location: Unit Type: Hollow 8inch prisms Supplier/ Mix ID: Mixed on-site Compressive Strength Test Data (ASTM C 1314) Prism Set Number 14 A 14 B 14 C Prism Height (in.) 15.80 15.76 15.78 Prism Thickness (in.) 7.69 7.68 7.90 Prism Length (in.) 7.63 7.63 7.63 Height/Thickness Ratio 2.05 2.05 2.00 Correction Factor 1.000 1.000 1.000 Net Cross Sect. Area (sq. in.) 37.15 38.89 41.33 Gross Cross Sect. Area (sq. in.) 58.64 58.56 60.24 Maximum Load (Ibf) 120,540 110,790 117,320 Compressive Strength 3,240 2,850 2,840 Specified Strength 1500 1500 1500 Test Date 01/12/10 01/12/10 01/12/10 Age 28 28 28 Average Strength 2977 P.O.Box 464 41 Inverness Drive East 7393 Dahlia Street Gypsum,Colorado 81637 Englewood,CO 80112 Commerce City,CO 80022 Tel:(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(970)524 0721 Fax:(303)289 1686 Fax:(303)289 6742