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Home My WebLink AboutBLD2007-02645 Cyl strength rpt 127753-757.tif Page:1 of 1 0 R E-Tu PROPERTY SCIENCES 281 Fairforest Way / Greenville, SC 29607 1864-297-9944 1864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 05122108 Prepared: 06103108 Lab No: 127753 Received: 05/23108 pate: 06120108 Project: TARGET DISTRIBUTION CENTER Client: ARCHER WESTERN CONTRACTORS Contractor: FLORCON Technician: BILLY YOUNG Concrete Supplier: KERR Design Mix No: T52467 Strength Requirement: 3500 PSI Tested @ (Days): 28 Location of Pour: Pour No. 7 - GG to LL and 5.6 to 6.9 Truck No.: 63 No. of Specimens: 5 Slump: 6-1/2 inches Ticket No: 1603 Set No: 1 of 5 Air Content: 1.5 % Time Batched: 3;52 Quantity: 10151660 Unit Wt: 148.3 pcf Water Added on Job: 0 gals Time Molded: 4:20 Concrete Temp: 65 F Water Requested By: - Atmosphere Temp: 44 F Specimen Age Date Diameter Area Maximum Strength Type of Number (days) Tested (ins) (sq ins) Load oad (psi) Fracture Remarks 71- 7 05/29/08 6.00 28.27 111947 3960 4 2 14 06/05/08 6.00 28.27 117565 4160 4 3 28 06/19108 6.00 28.27 127365 4500 4 Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial curing conditions not documented. If you have any questions please call WEINHOLD, JOEL at 864-297-9944. REPORT DISTRIBUTION: TYPES OF FRACTURES ARCHER WESTERN CONTRACTORS \ MR. MICHAEL CARLIN (A-1) CARLISLE ASSOCIATES \ MR. EUGENE J. RESCH, P.E. (A-1) r i t i c CLARY HOOD, INC \ MR. ANDY PAINTER (A-1) I t , r l l r b~~ V1 r 1 2 3 4 5 6 Page: 1 of 1 SORE P R O P E R T Y S C I E N C E S 281 Fairforest Way / Greenville, SC 29607 / 864-297-99441864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 05/22108 Prepared: 06103/08 Lab No: 127754 Received: 05/23108 Date: 06/20/08 Project: TARGET DISTRIBUTION CENTER Client: ARCHER WESTERN CONTRACTORS Contractor: FLORCON Technician: BILLY YOUNG Concrete Supplier: KERR Design Mix No: T52467 Strength Requirement: 3500 PSI Tested @ (Days): 28 Location of Pour: Pour No. 7 - GG to LL and 5.6 to 4.6 Truck No.: 63 No. of Specimens: 5 Slump: 6-1/2 inches Ticket No: 1617 Set No: 2 of 5 Air Content: 2.0 % Time Batched: 5:02 Quantity: 15015/660 Unit Wt: 148.0 pcf Water Added on Job: 0 gals Time Molded: 5:35 Concrete Temp: 66 F Water Requested By: - Atmosphere Temp: 43 F Specimen Age Date Diameter Area Maximum Strength Type of Remarks Number (days) Tested (ins) (sq ins) Load (psi) Fracture (Ibs) 1 7 05/29/08 . 6.00 28.27 103604 3660 4 2 14 06/05/08 6.00 28.27 111942 3960 4 3 28 06/19/08 6.00 28.27 128628 4550 4 Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial curing conditions not documented. If you have any questions please call WEINHOLD, JOEL at 864-297-9944. REPORT DISTRIBUTION: TYPES OF FRACTURES ARCHER WESTERN CONTRACTORS 1 MR. MICHAEL CARLIN (A-1) CARLISLE ASSOCIATES 1 MR. EUGENE J. RESCH, P.E. (A-1) CLARY HOOD, INC 1 MR. ANDY PAINTER (A-1) X IS I ~ 4 L~ v, i . 1 2 3 4 5 6 Page: 1 of 1 7M Q. 0 R E PROPERTY SCIENCES 281 Fairforest Way I Greenville, SC 296071864-297-9944 / B64-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 05/22/08 Prepared: 06/03108 Lab No: 127755 Received: 05/23108 Date: 06120/08 Project: TARGET DISTRIBUTION CENTER Client: ARCHER WESTERN CONTRACTORS Contractor. FLORCON Technician: BILLY YOUNG Concrete Supplier: KERR Design Mix No: T52467 Strength Requirement: 3500 PSI Tested @ (Days): 28 Location of Pour: Pour No. 7 - GG to LL and 4.6 to 3.4 Truck No.: 12 No. of Specimens: 5 Slump: 5-1/4 inches Ticket No: 1632 Set No: 3 of 5 Air Content: 1.0 % Time Batched: 6;29 Quantity: 30015/660 Unit Wt: 149.0 pcf Water Added on Job: 0 gals Time Molded: 7:00 Concrete Temp: 66 F Water Requested By: - Atmosphere Temp: 43 F Diameter Area Maximum Strength Type of Specimen Age Date Remarks Number (days) Tested (ins) (sq ins) Load oad (psi) Fracture 1 7 05/29/08 6.00 28.27 109042 3860 4 2 14 06105/08 6.00 2B.27 113573 4020 4 3 28 06/19/08 6.00 28.27 121095 4280 4 Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial curing conditions not documented. If you have any questions please call WEINHOLD, JOEL at 864-297-9944. REPORT DISTRIBUTION: TYPES OF FRACTURES ARCHER WESTERN CONTRACTORS \ MR. MICHAEL CARLIN (A-1) CARLISLE ASSOCIATES \ MR. EUGENE J. RESCH, P.E. (A-1) \ I t I ; ; CLARY HOOD, INC \ MR. ANDY PAINTER (A-1) I 1 r l L 1 1 2 3 4 5 6 Page: 1 of 1 7N ORE PROPERTY SCIENCES 281 Fairforest Way / Greenville, SC 29607 / 864-297-99441864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 05122/08 Prepared: 06103/08 Lab No: 127756 Received: 05123/08 Date: 06/20108 Project: TARGET DISTRIBUTION CENTER Client: ARCHER WESTERN CONTRACTORS Contractor: FLORCON Technician: BILLY YOUNG Concrete Supplier. KERR Design Mix No: T52467 Strength Requirement: 3500 PSI Tested @ (Days): 28 Location of Pour: Pour No. 7 - GG to LL and 3.4 to 2.5 Truck No.: 63 No. of Specimens: 5 Slump: 5-3/4 inches Ticket No: 1647 Set No: 4 of 5 Air Content: 1.0 % Time Batched: 8:42 Quantity: 450/5/660 Unit Wt: 148.3 pcf Water Added on Job: gals Time Molded: Concrete Temp: 65 F Water Requested By: Atmosphere Temp: 50 F Specimen Age Date Diameter Area Maximum Strength Type of Remarks Number (days) Tested (ins) (sq ins) Load (psi) Fracture (lbs) 1 7 05/29/08 6.00 28.27 94120 3330 4 2 14 06/05108 6.00 28.27 103028 3640 4 3 28 06/19/08 6.00 28.27 118605 4190 4 Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial curing conditions not documented. If you have any questions please call WEINHOLD, JOEL at 864-297-9944. REPORT DISTRIBUTION: TYPES OF FRACTURES ARCHER WESTERN CONTRACTORS \ MR. MICHAEL CARLIN (A-1) CARLISLE ASSOCIATES \ MR. EUGENE J. RESCH, P.E. (A-1) `1 { t i CLARY HOOD, INC \ MR. ANDY PAINTER (A-1) 1 1 I i , 4 S I ,1 n i x ICI ~it~ ~ J < <i 1 2 3 4 5 6 Page: 1 of 1 ORE P R O P E R T Y S C I E N C E S 281 Fairforest Way / Greenville, SC 29607 / 864-297-9944 / 864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 05/22/08 Prepared: 06108/08 Lab No: 127757 Received: 05123/08 Date: 06/20/08 Project: TARGET DISTRIBUTION CENTER Client: ARCHER WESTERN CONTRACTORS Contractor: FLORCON Technician: BILLY YOUNG Concrete Supplier: KERR Design Mix No: T52467 Strength Requirement: 3500 PSI Tested @ (Days): 28 Location of Pour: Pour No. 7 - GG to LL and 2.5 to 2.1 Truck No.: 19 No. of Specimens: 5 Slump: 5-1/2 inches Ticket No: 1663 Set No: 5 of 5 Air Content: 0.9 % Time Batched: 10:59 Quantity: 600/5/660 Unit Wt: 148.9 pcf Water Added on Job: 0 gals Time Molded: 11:30 Concrete Temp: 65 F Water Requested By: - Atmosphere Temp: 60 F Specimen Age Date Diameter Area Maximum Strength Type of Number (days) Tested (ins) (sq ins) Load oad (psi) Fracture Remarks 1 7 05/29/08 6.00 28.27 97674 3450 4 2 14 06/05/08 6.00 28.27 103817 3670 4 3 28 06/19108 6.00 28.27 113171 4000 4 Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial curing conditions not documented. If you have any questions please call WEINHOLD, JOEL at 864-297-9944. REPORT DISTRIBUTION: ARCHER WESTERN CONTRACTORS \ MR. MICHAEL CARLIN (A-1) TYPES OF FRACTURES CARLISLE ASSOCIATES \ MR. EUGENE J. RESCH, P.E. (A-1) 1 4 t CLARY HOOD, INC \ MR. ANDY PAINTER (A-1) ` I t i I r J l ~ l 1 r 1 2 3 4 5 6