PA0101-LR010629CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Report Dallas, Texas 75247
Serv e 29, 2001 ~ (214) 63O-lOlO
CliE :: City of Col - Parks & Re< Report~T
Attn: Projec~ Andrew Brown Pa~ East
~ Moore Road
732
DeForest
~ Coppell, Texas~'
Coppell TX 75019
Project ~umber: 9~03
formation Sampl~lnfor. m~tion
Specified Strength: 3000 psi @ 28 Days Sample Time: 6:20am Date Cast: June 29, 2001
Technician: Anthony Mercier
Batch Time: 5:59am Plant: 41 Weather Conditions:
Supplier: TXI Accumulative Yards: 120
Truck No: 462 Ticket No: 2927232 Placement Method: Pump
Mix I.D. No.: 8272 Sample Locations: 10' N of Baseball Field, Light #5
Placement Location: Andrew Trail PAP, 4
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.00 3-5 ASTM C-143
Air Content, %: 3.8 N/A ASTM C-172
Concrete Temperature, o F: 77 ASTM C-39
Ambient Temperature, o F: 84
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)
I 1 6.00 28.27 07/06/2001 7 97,300 3,440
1 2 6.00 28.27 07/06/2001 7 97,780 3,460
1 3 6.00 28.27
1 4 6.00 28.27
Average 4,170
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Anthony Mercier / ,~, // //
Report Distribution: ~,H~H~.~//~, Inch .
(1) city of Coppell - Parks & Recreation Reviewed by:
(1) TLB Construction
(1) City of Coppell - Constr. Insp. Eric J. Cleveland, P.E.
Senior Project Engineer
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 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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ENGINEERING, INC.
8901 Carpenter Frwy, Suite #100
Dallas, Texas 75247
Date of Service: 06/29/01 Report No.:
Client No.: COPPEL
P r°J ect~940~3
Se~ices: Observe placement of reinforcing for compliance with fumi~mwings.
PROJECT DATA
Drawings Utilized:
Locations/Items Obse~ed: Andrew
Test Method:
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings Approved X Bar Length and Shape X ;olumn Tied Properly
Bar Size X Proper Bar Placement X l-les and Spaces
Bar Grade X Properly Tied X stirrup Spacing/Type
3,ebar Clean X Dowel Bars in Place X Welded Splices
:orm Clean X Proper Bar Supports X Viechanical Splices
qumber of Bars X Lapped Splices X Proper Cover
Discrepancies/Comments: No discrepancies noted at the time of observation.
Technician: A. Mercier
ng, Inc.
Re,,ort Distribution:
(1) City of Coppell - Parks & Recreation
(1) TLB Construction
(1) City of Coppell - Constr. Insp.
Eric J. Cleveland, P. E.
Senior Project Engineer
309sks This report is exclusively for the use of the client indicated above and shall not be reproduced without written approval of HBC Engineering, Inc.