St Ann Catholic-LR070117CONCRETE COMPRESSIVE STRENGTH TEST Irerracon
Report Number: 94061334.0029
Service Date: November 21, 2006 Dall Carpenter Fnvy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: January 17, 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: 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: 10 Gallons
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 C1O64
Ambient Temperature,oF:
63
ASTM C 106
Plastic Unit Weight, pcf:
N/A
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
11/28/2006
7 116,830
4,130
1 2 6.00
28.27
12/19/2006
28 142,610
5,040
1 3 6.00
28.27
12/19/2006
28 144,330
5,100
Average (28 Days)
5,070
1 4 6.00
28.27
01/16/2007
56 159,7
5,650
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 niStructures
(1) City of Coppell TX (1) Pacheco Koch Consulting Engineers Reviewed by: 11 6 V L
(1) City of Coppell TX
Bulent Ethem, P.G.
(1) Page Southerland Page A.
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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