St Ann Catholic-LR061129CONCRETE COMPRESSIVE STRENGTH TEST Irerracon
• 94061334 0029
Report Number.
8901 Carpenter Frwy, Ste #100
Service Date: November 21, 2006 Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: November 29, 2006
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
Project No.: 94061334
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 8:05 AM Plant: 7
Supplier: Lattimore Materials Co
Truck No: 7024 Ticket No: 7173450
Mix I.D. No.: 1701
Water Added Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Date Cast: November 21, 2006 Time: 8:50 AM
Sampled by: Ira S. Haynes
Weather Conditions: Clear
Accumulative Yards: 90/130
Placement Method: Direct Discharge
Sample Locations: 15' E & 130' N of NE corner of building
Placement Location: Parking Lot Area for back side parking
Field Test Data
Test
Result
Specification
Test Metho
Slump, inches:
4.75
-
ASTM C143
Air Content, %:
4.0
-
ASTM C231
Concrete Temperature, oF:
67
-
ASTM C1064
Ambient Temperature,oF:
63
ASTM C1064
Plastic Unit Weight, pcf:
N/A
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area
No. ID (inches) ( sq. inches
Date
Tested
Test Load Strength
(days (Ibs) (psi)
1 1 6.00
28.27
11/28/2006
7 116,830 4,130
1 2
12/19/2006
28
1 3
12/19/2006
28
1 4
01/16/2007
56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Ira S. Haynes
Report Distribution
(1) St Ann Catholic Church (1) Tech niSiructures
(1) City of Coppell TX (1) Pacheco Koch Consulting Engineers Reviewed by:
(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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