ST0701-LR090914CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0003 'Irerracon
Service Date: 09 /04/09 8901 Carpenter Frwy.
Report Date: 09/14/09 Dallas, TX 75247
214 -630 -1010 Reg No:F -3272
Client
City oi'Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1333
Truck No.: 9141
Field Test Data
Test
Slump (in):
Air Content (' %t):
Concrete Temp. (F):
Ambient Temp. (F):
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
09/04/09 Sample Time: 1445
Mario A.Garcia
Cloudy
10 Batch Size (cy): 10
Direct Discharge
0
0
See Placement Location
Manhole walls cr E bound
Southwestern Blvd, Sta. 0 +64, Line A
Plant: 3
Ticket No.: 3268975
Result Specification
3
3.8
85
87
Plastic Unit Wt. (pef): 148.0
Laboratory Test Data
Compressive
Load
Strength Fracture
Age at
Set Specimen Diameter
Area
Date
Date
Test
No. ID (in)
(sq in)
Received
Tested
(days)
1 1 6.00
28.27
09/05/09
09/11/09
7
1 2 6.00
28.27
09/05/09
09/18/09
14
1 3 6.00
28.27
09/05/09
10/02/09
28
1 4 6.00
28.27
09/05/09
10/02/09
28
Comments:
Samples Made By: Terracon
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
122,990
4,350 4
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive s - r
samples.
Terracon Rep.: Mario A.Garcia
Reported To:
Contractor: Lacy Construction
Report Distribution:
(I) City ur Coppell TX (1) City or Coppell TX Reviewed By:
(1) City ofCoplW11'I'X (2)HallrAssoclnc J. Veland,P.E.
(1) Lacy Coasuuction (1) PacTntst Pacific Reilly Associntes LP Senior Project Manager
Test Methods: ASTM C 31, 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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