HomeMy WebLinkAboutBLD2007-02645 Lab no -128313-315 Cyl strength rpt.tif
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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: 06109/08 Prepared: 06117108
Lab No: 128313 Received: 06110108 Date: 07108108
Project: TARGET DISTRIBUTION CENTER
Client: ARCHER WESTERN CONTRACTORS
Contractor. FLORCON
Technician: BILLY YOUNG
Concrete Supplier: KERR
Design Mix No: T54A467 Strength Requirement: 4000 PSI Tested @ (Days): 28
Location of Pour: Truck turn around
Truck No.: 18 No. of Specimens: 5 Slump: 6 inches
Ticket No: 2256 Set No: 1 of 3 Air Content: 5.1 %
Time Batched: 6:37 Quantity: 1015/428 Unit Wt: 147.7 pcf
Water Added on Job: 0 gals Time Molded: 7:10 Concrete Temp: 72 F
Water Requested By: - Atmosphere Temp: 65 F
Specimen Age Date Diameter Area Maximum Strength Type of
Number (days) Tested (ins) (sq ins) Load oad (psi) Fracture Remarks
1 7 06/16/08 6.00 28.27 108061 3820 4
2 14 06/23/08 6.00 28.27 124064 4390 4
3 28 07/07/08 6.00 28.27 133807 4730 4
Comments: Tests conducted in general accordance with ASTM C 39, C 172, C 231, C 143, C 9064, C 39, and C 938 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)
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0 R E
P R O P E R T Y S C I EN C E S
281 Fairforest Way / Greenville, SC 29607 / 864-297-9944 / 864-297-0462
CYLINDER STRENGTH REPORT
Job No: CH6051 Molded: 06109108 Prepared: 06117/08
Lab No: 128314 Received: 06/10/08 Date: 07/08/08
Project: TARGET DISTRIBUTION CENTER
Client: ARCHER WESTERN CONTRACTORS
Contractor: FLORCON
Technician: BILLY YOUNG
Concrete Supplier: KERR
Design Mix No: T54A467 Strength Requirement: 4000 PSI Tested @ (Days): 28
Location of Pour: Truck apron - Q line from 34.7 to 36.2
Truck No.: 14 No. of Specimens: 5 Slump: 5-3/4 inches
Ticket No: 2270 Set No: 2 of 3 Air Content: 4.9 %
Time Batched: 8:08 Quantity: 15/5 Unit Wt: 148.0 pcf
Water Added on Job: 0 gals Time Molded: 8:40 Concrete Temp: 76 F
Water Requested By: - Atmosphere Temp: 76 F
Specimen Age Date Diameter Area Maximum Strength Type of Number (days) Tested (ins) (sq ins) Load (psi) Fracture Remarks
1 7 06/16/08 6.00 28.27 112321 3970 4
2 14 06/23/08 6.00 28.27 123484 4370 4
3 28 07/07/08 6.00 28.27 1277BO 4520 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 CARUN (A-1) TYPES OF FRACTURES
CARLISLE ASSOCIATES \ MR. EUGENE J. RESCH, P.E. (A-1)
CLARY HOOD, INC \ MR. ANDY PAINTER (A-1)
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Page: 1 of 1
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P R O P E R T Y S C I E N C E 5
281 Fairforest Way / Greenville, SC 29607 / 864-297-99441864-297-0462
CYLINDER STRENGTH REPORT
Job No: CH6051 Molded: 06/09108 Prepared: 06117/08
Lab No: 128315 Received: 06110/08 Date: 07/08/08
Project: TARGET DISTRIBUTION CENTER
Client: ARCHER WESTERN CONTRACTORS
Contractor: FLORCON
Technician: BILLY YOUNG
Concrete Supplier: KERR
Design Mix No: T54A467 Strength Requirement: 4000 PSI Tested @ (Days): 28
Location of Pour: Truck apron - Q line from 31.2 to 33
Truck No.: 18 No. of Specimens: 5 Slump: 6-114 inches
Ticket No: 2288 Set No: 3 of 3 Air Content: 5.0 %
Time 13atched: 9:55 Quantity: 30015/428 Unit Wt: 147.9 pcf
Water Added on Job: 0 gals Time Molded: 10:25 Concrete Temp: 81 F
Water Requested By: - Atmosphere Temp: 85 F
Specimen Age Date Diameter Area Maximum Strength Type of
Number (days) Tested (ins) (sq ins) Load oad (psi) Fracture Remarks
1 7 06/16/08 6.00 28.27 103452 3660 4
2 14 06/23/08 6.00 28.27 115569 4090 4
3 28 07/07108 6.00 28.27 122714 4340 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 l MR. MICHAEL CARLIN (A-1) TYPES OF FRACTURES
CARLISLE ASSOCIATES \ MR. EUGENE J. RESCH, P.E. (A-1) `1 t 1 i ,
CLARY HOOD, INC \ MR. ANDY PAINTER (A-1) 1 r
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