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HomeMy WebLinkAbout04 Masonry 110331 CRDUHn ENGINEEF�ING C�NSULTRNTS GROUT PROPERTIES Project: First Chair Employee Housing Date: 9/14/2010 Job Number: 10-6522 Client: Vail Resort Development Co. PO Box 959 Avon, CO 81620 Attn: Mr. Kyle Griffith Specimen Set Number: 1 Compressive Strength of Grout Specimens Cast Date: 9/14/2010 Laboratory ID #: 265 Placement Location: CMU Walls at Gridlines A.0-B.0/1.8, H.3-J.0/7.5, E.7/4.6-5.0, E.5- E.7/4.6, E.4-E.7/5.0, 0' to 4' 8" high Unit Type: 4" x 4" x 8" specimens Supplier/ Mix ID: Type S, Mixed on Site Specifications Slump (inches): 9" 8 to 11 inches Temperature: 57 40-80 Initial Cure: Standard Initial Cure Final Cure: ASTM C511 Compressive Strength Test Data (ASTM C 109) Specimen Set Number 1 A 1 B 1 C Width Measurement #1 3.04 2.99 3.02 Width Measurement#2 2.99 3.06 3.01 Width Measurement #3 3.05 2.97 3.04 Width Measurement #4 2.98 3.09 2.99 Height Measurement#1 5.96 5.93 5.93 Height Measurement#2 5.95 5.92 5.91 Height Measurement#3 5.93 5.90 5.90 Height Measurement#4 5.93 5.91 5.93 Cross Sectional Area 9.09 9.17 9.09 Width to Height Ratio 1.97 1.95 1.96 Load 45,070 41,370 44,150 Strength (psi) 4890 4450 4790 Specified Strength 3000 3000 3000 Test Date 10/12/2010 10/12/2010 10/12/2010 Age 28 28 28 Average Strength 4710 1008 3rd Ave, Ste D Corporate Office P.O. Box 464 Grand Junction,CO 81501 41 Inverness Drive East Gypsum, CO 81637 P:(970)242-4300 Englewood,CO 80112 Tel:(970)524 0720 F:(970)524-0721 P:(303)289-1989 Fax:(970)524 0721 CRDUIIIn ENGINEERING CDNSULTRNTS MORTAR PROPERTIES Project: First Chair Employee Housing Date: 9/14/2010 Job Number: 10-6522 Client: Vail Resort Development Co. Copies to: PO Box 959 Avon, CO 81620 Attn: Mr. Kyle Griffith Specimen Set Number: 1 Compressive Strength of Mortar Specimens Cast Date: 9/14/2010 Laboratory ID #: 264 Placement Location: CMU Walls at Gridlines at Gridlines A.0-BO/1.8, H.3-J.0/7.5, E.7/4.6/5.0, E.5- E.7/4.6, E.4-E.7/5.0, 0' to 4' 8" high Unit Type: 2" x 4" Cylinders Supplier/ Mix ID: Type S, Mixed on Site Specifications Temperature : 55 40 - 120 Initial Cure 48 hr Standard Initial Cure Final Cure ASTM C31 Compressive Strength Test Data (ASTM C 780) Specimen Set Number 1 A 1 B 1 C Height 3.94 3.93 3.91 Diameter 1 1.99 1.99 1.99 Diameter 2 2.00 1.99 1.91 Cross Sectional Area 2.00 1.99 1.95 Maximum Load 6150 5500 5210 Compressive Strength (psi) 3078 2765 2668 Specified Strength 1500 1500 1500 Test Date 10/12/10 10/12/10 10/12/10 Age 28 28 28 Average Strength 2840 Grand Junction Gypsum 1008 3rd Ave,Ste D Corporate Office P.O.Box 464 Grand Junction,CO 81501 41 Inverness Drive East Gypsum,CO 81637 P:(970)242-4300 Englewood,CO 80112 Tel:(970)524 0720 F:(970)524-0721 P:(303)289-1989 Fax:(970)524 0721 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM PROPERTIES Project: First Chair Employee Housing Date: 7/20/2010 Job Number: 10-6522 Client: Vail Resort Development Co. Copies to: PO Box 959 Avon, CO 81620 Attn: Mr. Kyle Griffith Prism Set Number: 1 Compressive Strength of Masonry Prisms Cast Date: 7/16/2010 Laboratory ID #: 226 Placement Location: Unit Type: Grouted Prism Supplier/ Mix ID: Compressive Strength Test Data (ASTM C 1314) Prism Set Number 1 A 1 B 1 C Prism Height (in.) 15.80 15.94 15.84 Prism Width (in.) 7.63 7.63 7.63 Prism Length (in.) 7.63 7.63 7.63 Height/Thickness Ratio 2.07 2.09 2.08 Correction Factor 1.01 1.01 1.01 Net Cross Sect. Area (sq. in.) 58.22 58.22 58.22 Gross Cross Sect. Area (sq. in.) 58.22 58.22 58.22 Maximum Load (Ibf) 189300 177810 171290 Compressive Strength 3270 3070 2960 Specified Strength 1500 1500 1500 Test Date 08/13/10 08/13/10 08/13/10 Age 28 28 28 Average Strength 3100 Grand Junction 1008 3rd Ave,Ste D Corporate Office P.O.Box 464 Grand Junction,CO 81501 41 Inverness Drive East Gypsum,CO 81637 P:(970)242-4300 Englewood,CO 80112 Tel:(970)524 0720 F:(970)524-0721 P:(303)289-1989 Fax:(970)524 0721 CRDUIIIn ENGINEERING CDNSULTRNTS MASONRY PRISM PROPERTIES Project: First Chair Employee Housing Date: 7/20/2010 Job Number: 10-6522 Client: Vail Resort Development Co. Copies to: PO Box 959 Avon, CO 81620 Attn: Mr. Kyle Griffith Prism Set Number: 2 Compressive Strength of Masonry Prisms Cast Date: 7/16/2010 Laboratory ID #: 227 Placement Location: Unit Type: Un-grouted Prism Supplier/ Mix ID: Compressive Strength Test Data (ASTM C 1314) Prism Set Number 2 A 2 B 2 C Prism Height (in.) 15.80 15.63 15.86 Prism Width (in.) 7.63 7.63 7.60 Prism Length (in.) 7.60 7.62 7.62 Height/Thickness Ratio 2.07 2.05 2.08 Correction Factor 1.01 1.00 1.01 Net Cross Sect. Area (sq. in.) 35.65 35.94 35.94 Gross Cross Sect. Area (sq. in.) 58.22 58.22 58.22 Maximum Load (Ibf) 76190 87540 75310 Compressive Strength 2150 2440 2110 Specified Strength 1500 1500 1500 Test Date 08/13/10 08/13/10 08/13/10 Age 28 28 28 Average Strength 2233 Grand Junction Gypsum 1008 3rd Ave,Ste D Corporate Office P.O.Box 464 Grand Junction,CO 81501 41 Inverness Drive East Gypsum,CO 81637 P:(970)242-4300 Englewood,CO 80112 Tel:(970)524 0720 F:(970)524-0721 P:(303)289-1989 Fax:(970)524 0721