St Joseph-LR060713 CONCRETE COMPRESSIVE STr VGTH TEST lierracon
Report Number: 94051415.0007
Service Date: June 14, 2006 8901 Carpenter Frwy,Ste#100
Dallas,Texas 75247
(214)630-1010
Client: Report Date:July 13, 2006
St Joseph Village Inc Project: St. Joseph Chapel
Attn: Joseph Dingman 1201 East Sandy Lake Rd.
13223 Glad Acres Dr Coppell, TX
Dallas TX 75234
Project No.: 94051415
Material Information Sample Information
Specified Strength: 3000 psi @ 28 Days Date Cast: June 14, 2006 Time:8:22 AM
Sampled by: Joseph P. Martinez
Batch Time: 7:29 AM Plant: 01 Weather Conditions: Clear, sunny
Supplier: Nelson Bros. Ready Mix Accumulative Yards: 7/7
Truck No: N/A Ticket No: 167117 Placement Method: Direct Discharge
Mix I.D. No.: PD33 Sample Locations: S side Sidewalk, 10' S & 8' W of SE corner
Water Added Onsite Before Test: OGallons of Chapel
Water Added Onsite After Test: 0 Gallons Placement Location: Sidewalks on N, S &W sides of Chapel
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 3-5 ASTM C143
Air Content, °A°: 0.4 - ASTM C231
Concrete Temperature,°F: 56 - ASTM C1064
Ambient Temperature,°F: 66 ASTM C1064
Plastic Unit Weight, pcf: 148.0 ASTM C138
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 06/21/2006 7 65,890 2,330
1 2 6.00 28.27 06/21/2006 7 66,120 2,340
Average (7 Days) 2,340
1 3 6.00 28.27 07/12/2006 28 96,200 3,400
1 4 6.00 28.27 07/12/2006 28 94,790 3,350
Average (28 Days) 3,380
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
(1)Charter Assoc Inc A.Bulent Ethem,P.G.
Project Manager
The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively 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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