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Home My WebLink AboutBLD2007-02645 Lab no -128020-024 Cyl strength rpt.tif Page: 1 of 1 Ttd Q. O R E P R O P E R T Y S C I E N C E S 2B1 Fairtorest Way / Greenville, SC 29607 / 864-297-9944 1864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 06102108 Prepared: 06110/08 Lab No: 128020 Received: 06103/08 Date: 07/01108 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. 9 - 3.7 to 6.9 and GG. to EE.75 Truck No.: 15 No. of Specimens: 5 Slump: 5 inches Ticket No: 1950 Set No: 1 of 5 Air Content: 0.6 % Time Batched: 3:49 Quantity: 1015 Unit Wt: 150.7 pcf Water Added on Job: 0 gals Time Molded: 4:10 Concrete Temp: 72 F Water Requested By: - Atmosphere Temp: 60 F Specimen Age Date Diameter Area Maximum Strength Type of Remarks Number (days) Tested (ins) (sq ins) (loba d (psi) Fracture 1 7 06/09/08 6.00 28.27 98729 3490 4 2 14 06116/08 6.00 28.27 112367 3970 4 3 28 06130/08 6.00 28.27 121534 4300 4 Comments: Tests conducted in general accordance with ASTM C 31, C 172, C231, C 143, C 1064, C39, 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 1 MR. MICHAEL CARLIN (A-1) TYPES OF FRACTURES CARLISLE ASSOCIATES 1 MR. EUGENE J. RESCH, P.E. (A-1) CLARY HOOD, INC\ MR. ANDY PAINTER (A-1) ! I t t I r ! 1 bJ% vtl ! t 1 t I 1 2 3 4 5 6 Page: 1 of 1 0 R E`A P R O P E R T Y S C I E N C E S 281 Fairforest Way / Greenville, SC 296071864-297-99441864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 06/02108 Prepared: 06/10/08 Lab No: 128021 Received: 06/03108 Date: 07101/08 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. 9 - 3.7 to 6.9 and EE.75 to DD.5 Truck No.: 15 No. of Specimens: 5 Slump: 5-314 inches Ticket No: 1364 Set No: 2 of 5 Air Content: 1.0 % Time Batched: 4:59 Quantity: 150151 Unit Wt: 149.5 pcf Water Added on Job: 0 gals Time Molded: 5:30 Concrete Temp: 73 F Water Requested By: - Atmosphere Temp: 60 F Specimen Age Date Diameter Area Maximum Strength Type of Remarks Number (days Tested (ins) (sq ins) Load (psi) Fracture 1 7 106/09/08 6.00 28.27 90122 3190 4 2 14 06/16/08 6.00 28.27 99965 3540 4 3 28 06/30/08 6.00 28.27 102784 3640 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 1 MR. MICHAEL CARLIN (A-1) TYPES OF FRACTURES CARLISLE ASSOCIATES 1 MR. EUGENE J. RESCH, P.E. (A-1) CLARY HOOD, INC 1 MR. ANDY PAINTER (A-1) ~rr i + i I r X i 1 i t o V t t r t 1 r ~i 1 2 3 4 5 6 Page: 1 of 1 Q 0 R El" 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: 06102/08 Prepared: 06/10/08 Lab No: 128022 Received: 06103/08 Date: 07/01108 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. 9 - 3.7 to 6.9 and DD.5 to CC Truck No.: 14 No. of Specimens: 5 Slump: 5 inches Ticket No: 1979 Set No: 3 of 5 Air Content: 0.9 % Time Batched: 6:29 Quantity: 30015 Unit Wt: 149.5 pcf Water Added on Job: 0 gals Time Molded: 7:00 Concrete Temp: 71 F Water Requested By: - Atmosphere Temp: 60 F Specimen Age Date Diameter Area Maximum Strength Type of Load Number (days) Tested (ins) (sq ins) Lo} (psi) Fracture Remarks 1 7 06/09/08 6.00 28.27 102547 3630 4 2 14 06116/08 6.00 28.27 112800 3990 4 3 28 06/30/08 6.00 28.27 116119 4110 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 1 MR. MICHAEL CARLIN (A-1) TYPES OF FRACTURES CARLISLE ASSOCIATES \ MR. EUGENE J. RESCH, P.E. (A-1) r i r CLARY HOOD, INC 1 MR. ANDY PAINTER (A-1) . tthi rr 1 2 3 4 5 6 Page: 1 of 1 o R E PROPERTY SCIENCES 281 Fairforest Way / Greenville, SC 29607 1864-297-9944 / 864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 06102/08 Prepared: 06110/08 Lab No: 128023 Received: 06/03/08 Date: 07102108 Project: TARGET DISTRIBUTION CENTER Client: ARCHER WESTERN CONTRACTORS Contractor: FLORCON Technician: BILLY YOUNG Concrete Supplier: KERR Design Mix No: T53467 Strength Requirement: 3500 PSI Tested @ (Days): 28 Location of Pour: Pour No. 9 - 3.7 to 6.9 and CC to BB.5 Truck No.: 19 No. of Specimens: 5 Slump: 5 inches Ticket No: 1994 Set No: 4 of 5 Air Content: 0.7 % Time Batched: 8:01 Quantity: 450151 Unit Wt: 149.2 pcf Water Added on Job: 0 gals Time Molded: 8:30 Concrete Temp: 73 F Water Requested By: - Atmosphere Temp: 60 F Specimen Age Date Diameter Area Maximum Strength Type of Number (days) Tested (ins) (sq ins) Lloba d (psi) Fracture Remarks 1 7 06/09108 6.00 28.27 99425 3520 4 2 14 06/16/08 6.00 28.27 114317 4040 4 3 28 06/30/08 6.00 28.27 118688 4200 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 1 MR. MICHAEL CARLIN (A-1) TYPES OF FRACTURES CARLISLE ASSOCIATES 1 MR. EUGENE J. RESCH, P.E. (A-1) I I CLARY HOOD, INC 1 MR. ANDY PAINTER (A-1) 1 / 11 1 ~ 1 1 ~1 1~1 ~h 1 ~ ~ I I 1 2 3 4 5 6 Page: 1 of 1 0RE,n, PROPERTY SCIENCES 281 FairForest Way / Greenville, SC 296071864-297-9944 / 864-297-0462 CYLINDER STRENGTH REPORT Job No: CH6051 Molded: 06102108 Prepared: 06/10/08 Lab No: 128024 Received: 06103108 Date: 07101/08 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. 9 - 3.7 to 6.9 and BB.5 to A. Truck No.: 19 No. of Specimens: 5 Slump: 5-314 inches Ticket No: 2009 Set No: 5 of 5 Air Content: 149.3 % Time Batched: 9:51 Quantity: 600151 Unit Wt: 0.7 pcf Water Added on Job: 0 gals Time Molded: 10:25 Concrete Temp: 75 F Water Requested By: - Atmosphere Temp: 65 F Specimen Age Date Diameter Area Maximum Strength Type of Remarks Number (days) Tested (ins) (sq ins) Load (psi) Fracture 1 7 06/09/08 6.00 28.27 98629 3490 4 2 14 06/16/08 6.00 28.27 107519 3800 4 3 28 06/30/08 6.00 28.27 116694 4130 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 1 MR. MICHAEL CARLIN (A-1) TYPES OF FRACTURES CARLISLE ASSOCIATES 1 MR. EUGENE J. RESCH, P.E. (A-1) CLARY HOOD, INC 1 MR. ANDY PAINTER (A-1) X Itil ~nA 't vit r 1 2 3 4 5 6