St Ann Catholic-LR070305CONCRETE COMPRESSIVE STRENGTH TEST Irerracon
Report Number: 94061334.0042
Service Date: February 19, 2007 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: March 05, 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
Project No.: 94061334
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 1:44 PM Plant: 3
Supplier: Lattimore Materials
Truck No: 1096 Ticket No: 3226448
Mix I.D. No.: 1261
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Date Cast: February 19, 2007 Time: 2 :35 PM
Sampled by: Jeremy D. Lehnertz
Weather Conditions: Windy, clear
Accumulative Yards: 9/9
Placement Method: Direct Discharge
Sample Locations: Refer to placement location
Placement Location: Six (6) light pole bases @ parking, N side of
addition; Six (6) bollards @ NW corner of
building
Field Test Data
Test
Result
Specification
Test Metho
Slump, inches:
4.50
-
ASTM C143
Air Content, %:
2.5
-
ASTM C231
Concrete Temperature, oF:
75
-
ASTM C1064
Ambient Temperature,oF:
80
ASTM C1064
Plastic Unit Weight, pcf:
148.8
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter
Area
Date
Test Load
Strength
No. ID (inches) (s q. inches
Tested
(days (lbs)
(psi)
1 1 6.00
28.27
02/26/2007
7 120,600
4,260
1 2 6.00
28.27
02/26/2007
7 119,299
4,220
Average (7 Days)
4,240
1 3
03/19/2007
28
1 4
03/19/2007
28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Jeremy D. Lehnertz
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
(1) Page Southerland Page . Bulent Ethem, P.G.
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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