ST0701-LR091222CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091 193.0051
Service Date: 12/1 1/09 8901 Carpenter Frwy.
Report Date: 12/22/09 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client
City of 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
Specified Strength: 3,600 psi @ 28 days
Mix ID:
DCB00501
Supplier:
Itedi -Mix
Batch Time:
0957
Truck No.:
1257
Plant: 259
Ticket No.: 25145068
Field Test Data
Test
Slump (in):
Air Content
Concrete Tem p. (1 7 ):
Ambient Temp. (1 7 ):
Plastic Unit Wt. (pct):
Result Specification
2 1/2 3 -5
2.4 3 -6
55
41
148.3
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Sample Information
Sample Date:
12/11/09 Sample Time: 1100
Sampled By:
Burl E. Thomas
Weather Conditions:
Cloudy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):5
Water Added After (gal):
0
Sample Location:
6'S & 6'W of NE corner
Placement Location:
Riprap, E side, Southwestern Blvd
12/12/09
eastbound
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
12/12/09
12/18/09
7
28.27
12/12/09
12/25/09
14
28.27
12/12/09
01/08/10
28
28.27
12/12/09
01/08/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
113,760
4,020 4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0830
Reported To: Finished: 1230
Contractor: Lacy Construction
Report Distribution:
(1) City nl'C'nppell 'rX (1) City of Coppell TX Reviewed By:
(1) City ul'C'oppell'I;\ (2) Hal n' Assoc Inc Eric J. Cley, land, P.E.
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP Senior PrqJect 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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