St Joseph-LR060626CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051415.0007
Service Date: June 14, 2006
Irerracon
8901 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: June 26, 2006 r ,,,�•�''""'"
Project: St. J lapel
01 East Sandy Lake Rd.
Coppell, TX
Pro ject N o.: 94051415
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 7:29 AM Plant: 01
Supplier: Nelson Bros. Ready Mix
Truck No: N/A Ticket No: 167117
Mix I.D. No.: PD33
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches:
5.00
Air Content, %:
0.4
Concrete Temperature, aF:
56
Ambient Temperature,OF:
66
Plastic Unit Weight, pcf:
148.0
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) ( sq. inches
1 1 6.00 28.27
2 6.00 28.27
3
4
Sample Information
Date Cast: June 14, 2006 Time: 8:22 AM
Sampled by: Joseph P. Martinez
Weather Conditions: Clear, sunny
Accumulative Yards: 7/7
Placement Method: Direct Discharge
Sample Locations: S side Sidewalk, 10' S & 8'W of SE corner
of Chapel
Placement Location: Sidewalks on N, S & W sides of Chapel
Specification
3 -5
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at
Maximum Compressive
Date Test
Load Strength
Tested (days
(lbs) (psi)
06/21/2006 7
65,890 2,330
06/21/2006 7 66,120 2,340
Average (7 Days) 2,340
07/12/2006 28
07/12/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Joseph P. Martinez
Report Distribution:
(1) St Joseph Village Inc (1) Lobsinger & Potts
(1) City of Coppell TX (1) Parma Design Reviewed by:
(1) City of Coppell TX (1) Haglar Construction
A. Bulent Ethem, P.G.
(1) Charter Assoc Inc
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is ex c usively 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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