St Ann Catholic-LR070524 CONCRETE COMPRESSIVE S- NGTH TEST lierracon
Report Number: 94061334.0054
Service Date: March 28 2007 8901 Carpenter Frwy,Ste#100
Dallas,Texas 75247
(214)630-1010
Client: Report Date:May 24, 2007
St Ann Catho ' Church Project: St. Ann Catholic Parish 2 006 Ej''4NSi0A/
Attn: Jenni r Lindsey New Addition
180 Sa el Blvd 180 Samuel Blvd.
Copj7/e#,/
e TX 75019 Coppell, TX
Project No.: 94061334
Material Information Sample Information
Specified Strength: 3000 psi @ 28 Days Date Cast: March 28, 2007 Time:8:40 AM
Sampled by: Moe E. Odom
Batch Time: 7:45 AM Plant: 7 Weather Conditions: Cloudy, breeze
Supplier: Lattimore Materials Co. Accumulative Yards: 50/50
Truck No: 5016 Ticket No:7176934 Placement Method: Pump
Mix I.D. No.: 3266 Sample Locations: 0-35' east of header
Water Added Onsite Before Test: 5 Gallons Placement Location: Remaining north side 165' of east to west
Water Added Onsite After Test: 0 Gallons flatwork/sidewalk (approximately 165' from
yesterday's, 3/27/07, header to east end)
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.50 - ASTM C143
Air Content, %: 2.6 - ASTM C231
Concrete Temperature,OF: 76 - ASTM C1064
Ambient Temperature,°F: 69 ASTM C1064
Plastic Unit Weight, pcf: 144.0 ASTM C138
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches)(sq. inches) Tested (days) (Ibs) (psi)
1 1 6.00 28.27 04/04/2007 7 96,090 3,400
1 2 6.00 28.27 04/25/2007 28 128,610 4,550
1 3 6.00 28.27 04/25/2007 28 132,880 4,700
Average (28 Days) 4,630
1 4 6.00 28.27 05/23/2007 56 148,590 5,250
Comments:
Concrete mix was dyed at job site.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Moe E. Odom
Report Distribution: /
(1)St Ann Catholic Church (1)TechniStructures �
(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 -xclusively 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 tra smitted 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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