HomeMy WebLinkAboutBLD2007-02645 Lab no -128467-469 Cyl strength rpt.tif
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281 Fairforest Way / Greenville, SC 29607 / 864-297-9944 / 864-297-0462
CYLINDER STRENGTH REPORT
Job No: CH6051 Molded: 06/12108 Prepared: 06120/08
Lab No: 128467 Received: 06/13108 Date: 06120/08
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 28.7 to 29.7
Truck No.: 15 No. of Specimens: 5 Slump: 5-314 inches
Ticket No: 2450 Set No: 1 of 3 Air Content: 5.1 %
Time Batched: 5:56 Quantity: 10/5!347 Unit Wt: 147.7 pcf
Water Added on Job: 0 gals Time Molded: 6:20 Concrete Temp: 76 F
Water Requested By: - Atmosphere Temp: 78 F
Specimen Age Date Diameter Area Maximum Strength Type of
Number (days) Tested (ins) (sq ins) Load oad (psi) Fracture Remarks
1 7 06/19/08 6.00 28.27 108350 3830 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) J \ t i ,
CLARY HOOD, INC \ MR. ANDY PAINTER (A-1)
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281 Fairforest Way / Greenville, SC 29607 1864-297-9944 1864-297-0462
CYLINDER STRENGTH REPORT
Molded: 06112!08 Prepared: 06/20108
Job No: CH6051 Date: 06120108
Lab No: 128468 Received: 06/13108
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 aprons - Q line from 36.3 to 37.8
Truck No.: 15 No. of Specimens: 5 Slump: 6 inches
Ticket No: 2464 Set No: 2 of 3 Air Content: 4.7 %
Time Batched: 7:37 Quantity: 150/51347 Unit Wt: 147.5 pcf
Water Added on Job: 0 gals Time Molded: 8:00 Concrete Temp: 80 F
Water Requested By: - Atmosphere Temp: 79 F
Specimen Age Date Diameter Area Maximum Strength Type of Remarks
Number (days) Tested (ins) (sq ins) Load (Ibs) (psi) Fracture
1 7 06119/08 6.00 28.27 110376 3900 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)
CLARY HOOD, INC 1 MR. ANDY PAINTER (A-1)
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PROPERTY SCIENCES
281 Fairforest Way / Greenville, SC 29607 / 864-297-99441864-297-0462
CYLINDER STRENGTH REPORT
Job No: CH6051 Molded: 06112108 Prepared: 06120/08
Lab No: 128469 Received: 06113108 Date: 06/20108
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 aprons - Q line from 20.6 to 22.2
Truck No.: 611 No. of Specimens: 50 Slump: 5-314 inches
Ticket No: 2479 Set No: 3 of 3 Air Content: 5.3 %
Time Batched: 10:03 Quantity: 300/5/347 Unit Wt: 148.0 pcf
Water Added on Job: 0 gals Time Molded: 10:30 Concrete Temp: 79 F
Water Requested By: - Atmosphere Temp: 88 F
Specimen Age Date Diameter Area Maximum Strength Type of
s) ) Load (psi) Fracture Remarks
Number (days) Tested (m (sq rns (lbs)
1 7 06/19/08 6.00 28.27 111252 3930 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) , 4 l i ; r
CLARY HOOD, INC 1 MR. ANDY PAINTER (A-1) 1 I + ,
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