St Joseph-LR030204CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0202
Service Date: January 3, 2003
lrerracon
6901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: St Joseph Village Inc
Attn: Joseph Dingman
13223 Glad Acres Dr
Dallas TX 75234
Report Date: February 04, 2003
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX
Project Number: 94021187
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 6:40am Plant: 7
Supplier: Hanson
Truck No: 648
Mix I.D. No.: 7775
Field Test Data
Test
Ticket No: 472083
Sample Information
Sample Time: 7:23am Date Cast: January 3, 2003
Technician: Christopher D. Harbour
Weather Conditions: Clear
Accumulative Yards: 110
Placement Method: Pump
Sample Locations: Bldg. #1, W Driveway
Placement Location: Cottage Bldgs. #1, #5, & #6 Driveways;
Front Entrances of Cottage Bldgs. #3 & #4
Result Specification Test Method
Slump, inches: 6.50 3-5 ASTM C-143
Air Content, %: 7.2 3-6 ASTM C-231
Concrete Temperature,o F: 48 ASTM C1064
Ambient Temperature, o F: 31 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) (lbs) (psi)
1 1 6.00 28.27 01/10/2003 7 123,530 4,370
1 2 6.00 28.27 01/10/2003 7 113,240 4,000
Average 4,190
1 3 6.00 28.27 01/31/2003 28 156,880 5,550
1 4 6.00 28.27 01/31/2003 28 159,090 5,630
Average 5,590
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Christopher D. Harbour
Report Distribution: . ~ H BCFrerracoj:r"~
(1) St Joseph Village Inc (1) Aguin'e Corporation
(1) Centex Constr~ction (1) St Andrews Management Services Reviewed by: ·
(1)city of cappell Engineering (1) St Andrews Management Services y L.?do.n Uj ~;ox, P.E.
(1) City of Coppell - Bldg Insp ' ~'rlnclpa~ngineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively fei' the use 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
m~terials.