St Ann Catholic-LR070306CONCRETE COMPRESSIVE STRENGTH TEST Irerracon
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N b 94061334 0045
Repo um er.
8901 Carpenter Frwy, Ste #100
Service Date: February 26, 2007 Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: March 06, 2007
St Ann Catholic Church Project: St. Ann Catholic Parish
Attn: Jennifer Lindsey New Addition
180 Samuel Blvd 180 Samuel Blvd.
Coppell TX 75019 Coppell, TX
Projec No.: 94061334
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 11:56 AM Plant: 7
Supplier: Lattimore Materials Co
Truck No: 1093 Ticket No: 7175840
Mix I.D. No.: 1261
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches:
3.00
Air Content, %:
3.5
Concrete Temperature, oF:
71
Ambient Temperature,OF:
74
Plastic Unit Weight, pcf:
151.0
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) sq. inches
1 1 6.00 28.27
2
3
Sample Information
Date Cast: February 26, 2007 Time: 1:00 PM
Sampled by: Gregory C. Martin
Weather Conditions: Sunny
Accumulative Yards: 10/10
Placement Method: Direct Discharge
Sample Locations: Noted on sketch
Placement Location: Sidewalk, SE corner of Church & W side of
Shop Center, refer to attached sketch
Specification
3 -6
3 -6
Test Metho
ASTM C143
ASTM C231
ASTM C 1064
ASTM C1064
ASTM C 138
Age at Maximum Compressive
Date Test Load Strength
Tested (days (Ibs) (psi)
03/05/2007 7 104,840 3,710
03/26/2007 28
03/26/2007 28
1 4 04/23/2007 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Field Results Reported To:Gary
Terracon Rep: Gregory C. Martin
Report Distribution:
(1) St Ann Catholic Church (1) TechniStructures
(1) City of Coppell TX (1) Pacheco Koch Consulting Engineers Reviewed by: Ak
(1) City of Coppell TX A. Bulent Ethem, P.G.
(1) Page Southerland Page
Project Manager
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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