St Joseph-LR030403CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0247
Service Date: March 4, 2003
Client: St Joseph Village Inc
Attn: Joseph Dingman
13223 Glad Acres Or
Dallas TX 75234
1 errrrrrr"r con
8901 Carpenter Frwy, Ste #100
t I Dallas, Texas 75247
(214) 630 -1010
St. Joseph
Coppell, TX
April 03, 2003
Lake Rd
Project Numbe 94021187
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 7:00am Plant: 29
Supplier: Hanson
Truck No: 80 Ticket No: 319741
Mix I.D. No.: 7750
Water Added Onsite Before Test: 20 Gallons
Water Added Onsite After Test: 5 Gallons
Field Test Data
Sample Information
Sample Time: 7:50am Date Cast: March 4, 2003
Technician: Christopher W. Eubanks
Weather Conditions: Cloudy, windy
Accumulative Yards: 40
Placement Method: Pump
Sample Locations: Driveway in front of Cottage Bldg. 11
Placement Location: Paving- Driveways & Sidewalks in front of
Cottage Bldgs. 11, 12 & 13
Test
Result
Specification
Test Method
Slump, inches:
5.75
3 -5
ASTM C -143
Air Content, %:
6.25
3 -6
ASTM C -231
Concrete Temperature,° F:
60
ASTM C1064
Ambient Temperature, a F:
42
ASTM C -1064
Plastic Unit Weight, pcf:
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
03/07/2003
3 77,740
2,750
1 2 6.00
28.27
03/11/2003
7 97,870
3,460
1 3 6.00 28.27 04/01/2003 28 121,670 4,300
1 4 6.00 28.27 04/01/2003 28 124,300 4,400
Average 4,350
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
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strength samples. .<< ftF T ,,..,,
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LYNDON J. COX
Technician: Christopher W. Eubanks ...... ...............................
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Report Distribution:
HBC/
r I�cENSEn' Terracon
(1) St Joseph Village Inc (1) St Andrews Management Services 4, c....••• '�(��
ee
(1) Aguirre Corporation (1) City of Cappell TX `' p�' ^�
(1) Centex Construction (1) City of Cappell TX ` . ..."
(1) St Andres Management Services Lyndon J. C
Andrews , P.E.
Principal n ineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the a of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. 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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