ST0701-LR091111CONCRETE COMPRESSIVE STRENGTH TEST REPORT r
Report Number: 94091 193.0025 Ferra
Service Date: 11/03/09 8901 Carpenter Frwy.
Report Date: 1 1/1 1/09 Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client Project
City ofCoppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive rength
samples.
Terracon Rep.: .Ivan Lopez
Reported To:
Contractor: Lacy C011Sh'UC6011
Report Distribution:
(1) Cily ol'C'oppell TX (1) City ol'Coppell TX Reviewed By:
(I)CilyorC'oppell'I'x (2) I-Ialrl'AssocInc Eric J. CI bv eland, P.E.
(I) Lacy Consunction (1) PneTrust Pacific Really Associates LP Senior Project Manager
Test Methods: ASTM C 3 I, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
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Project Number: 94091 193
Material Information
Sample Information
Specified Strength: 3,600 psi @ 28
days
Sample Date:
11/03/09 Sample Time: 1310
Sampled By:
Juan Lopez
Mix ID: DCCOG501
Weather Conditions:
Sunny
Supplier: 1Zedi -Mix
Accumulative Yards:
9 Batch Size (cy): 4
Batch Time: 1205 Plant:
P259
Placement Method:
Direct Discharge
Truck No.: 1375 Ticket No.:
25131731
Water Added Before (gal):5
Water Added After (gal):
3 Slump After (in): 3.75
Field Test Data
Sample Location:
Pier @ A #4 /F
Test Result
Specification
Placement Location:
Drilled Piers, see Foundation
Slump (in): 3 3/4
5 -7
Observations Report #94091193.0024,
Air Content (' %t): 1.9
dated 11/03/09, for pier locations
Concrete Temp. (F): 82
Ambient Temp. (F): 85
Plastic Unit Wt. (pcf): 147.8
Laboratory Test Data
Age at
Maximum Compressive
get Specimen Diameter Area
Date
Date Test
Load Strength Fracture
No. ID (in) (sq in)
Received
Tested (days)
(lbs) (psi) Type
1 1 6.00 28.27
11/04/09
11/10/09 7
132,790 4,700 4
1 2 6.00 28.27
11/04/09
11/17/09 14
1 3 6.00 28.27
11/04/09
12/01 /09 28
1 4 6.00 28.27
11/04/09
12/01/09 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive rength
samples.
Terracon Rep.: .Ivan Lopez
Reported To:
Contractor: Lacy C011Sh'UC6011
Report Distribution:
(1) Cily ol'C'oppell TX (1) City ol'Coppell TX Reviewed By:
(I)CilyorC'oppell'I'x (2) I-Ialrl'AssocInc Eric J. CI bv eland, P.E.
(I) Lacy Consunction (1) PneTrust Pacific Really Associates LP Senior Project Manager
Test Methods: ASTM C 3 I, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
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