St Ann Catholic-LR070412CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061334.0048
Service Date: March 15, 2007 -1 ---'
Irerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client:
St Ann Catholic CI
Attn: Jennifer �"'V
180 Samuel vd
Coppell T 5019
Report Date:April 12, 2007
h Project: St. Ann Catholic Parish
New Addition
ey
180 Samuel Blvd.
Coppell, TX
Proje No.: 94061334
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 12:24 PM Plant: 7
Supplier: Lattimore Materials Co.
Truck No: 1125 Ticket No: 7176508
Mix I.D. No.: 1701
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 10 Gallons
Sample Information
Date Cast: March 15, 2007 Time: 1:10 PM
Sampled by: Polikarp J. Labecki
Weather Conditions: Sunny
Accumulative Yards: 10/10
Placement Method: Direct Discharge
Sample Locations: E curb
Placement Location: Paving, Road between church & new
addition
Field Test Data
Test
Result
Specification
Test Metho
Slump, inches:
3.75
-
ASTM C143
ASTM C231
Air Content, %:
3.5
-
ASTM C1064
Concrete Temperature, OF:
78
-
ASTM C1064
Ambient Tern perature,OF:
77
ASTM C138
Plastic Unit Weight, pcf:
148.7
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter
Area
Date
Tested
Test Load
(days (lbs)
Strength
(psi)
No. ID (inches) ( sq.
inches
03/22/2007
7 122,220
4,320
1 1 6.00
28.27
04/12/2007
28 142,950
5,060
1 2 6.00
28.27
04/12/2007
28 145,390
5,140
1 3 6.00
28.27
Average (28 Days)
5,100
1 4 05/10/2007 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Polikarp J. Labecki
Report Distribution:
(1) St Ann Catholic Church (1) TechniStructures
(1) City or Coppell TX (1) Pacheco Koch Consulting Engineers Reviewed by:
(1) City of Coppell TX /Xclusively Bu ent 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 or t he 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. °1-`D -01`' 1-V
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