St Ann Catholic-LR070523 CONCRETE COMPRESSIVE S =NGTH TEST lierracon
Report Number: 94061334.0053
Service 8901 Carpenter Frwy,Ste#100
ervice Date: March 27, 2007
Dallas,Texas 75247
(214)630-1010
Client: Report Date:May 23, 2007
St Ann Catholic Church Project: St. Artn„Catholic Parish
Attn: Jennifer Lindsey - h(ew Addition
180 Samuel Blvd 180 Samuel Blvd.
Coppell TX 75019 Coppell, TX
Project No.: 94061334
Material Information Sample Information
Specified Strength: 3000 psi @ 28 Days Date Cast: March 27, 2007 Time: 8:55 AM
m Sampled by: Moe E. Odom
Batch Time: 7:42 AM Plant: 7 Weather Conditions: Cloudy
Supplier: Lattimore Materials Co Accumulative Yards: 50
Truck No: 947 Ticket No:7176884 Placement Method: Pump
Mix I.D. No.: 3266 Sample Locations: 35-75' portion, W to E
Water Added Onsite Before Test: 0 Gallons Placement Location: N side of building perimeter
Water Added Onsite After Test: 0 Gallons flatwork/sidewalk 0-215' on W end to E
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.50 - ASTM C143
Air Content, °Ao: 3.1 - ASTM C231
Concrete Temperature,°F: 70 - ASTM C1064
Ambient Temperature,°F: 70 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 04/03/2007 7 93,480 3,310
1 2 6.00 28.27 04/24/2007 28 119,830 4,240
1 3 6.00 28.27 04/24/2007 28 129,220 4,570
Average (28 Days) 4,410
1 4 6.00 28.27 05/22/2007 56 136,530 4,830
Comments:
Concrete dyed at site & mixed 15 minutes per load.
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
(1)St Ann Catholic Church (1)TechniStructures
(1)City of Coppell TX (1)Pacheco Koch Consulting Engineers Reviewed by: Af
(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 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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