St Joseph-LR020906CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0092
Service Date: August 29, 2002
Clie ./0{~.~. Joseph
Village, Inc. %
\ Attn: Joseph Dingman ,)
~, 13223 Glad Acres Drive .~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: September 06, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 4200 psi @ 28 Days
Batch Time: 2:39pm
Supplier: LMC
Truck No: 964
Mix I.D. No.: 842
Plant: 3
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
N/A
N/A
N/A
Set Specimen
No. ID
1 1
Diameter Area
(inches) (sq. inches)
6.00 28.27
1 2
1 3
1 4
Ticket No: 3150127
Sample Information
Sample Time: N/A Date Cast: August 29, 2002
Technician: Contractor Made
Weather Conditions: N/A
Placement Method: Direct Discharge
Sample Locations: Sta. 4+20, 11+08, 16+25
Placement Location: Junction Boxes @ Line A
Specification Test Method
N/A ASTM C-143
N/A
ASTM C1064
ASTM C-1064
Date
Tested
09/O5/2002 7
09/26/2002 28
09/26/2002 28
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
93,110 3,290
Hold
Services -
Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
~-~ OF T~,,,
~%~.--" ~ '"-.7~
~ .... LYNDON J. COX ....
Technician: Bryan C. Hughes
Report Distribution:
(1) St. Joseph Village, Inc.
/'] HBC Engineerin~r"~
(1) City of Coppell Engineering
(1) Aguirre Corporation (1) St Andrews Management Reviewed by:
(1) Centex - Jobsite (1) St Andrews Management f Lyndon J. G'~x P.E./
(1) City of Coppell - Bldg Insp ! Princip~ En~lineer
!
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively~orpe use of the client
indicated above and shall not be reproduced except in full without the wdtten approval of Terracon. Test results transmitted herein a~e 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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