Valley R Baptist 2-LR020926CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0024
Service Date: August 28, 2002
Sample Information
Sample Time: 12:35pm Date Cast: August 28, 2002
Technician: Arthur. Tinoco
Weather Conditions: Partly cloudy
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: 35W of fire hydrant
Placement Location: Paving on NE of building
(See attached sketch)
Client: Valley Ranch Baptist Church Report Date: September 26, 2002
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Project Number: 94021265
Material Information
Specified Strength: 4500 psi @ 28 Days
Batch Time: 12:00pm Plant: 29
Supplier: Hanson
Truck No: 80 Ticket No: 167014
Mix I.D. No.: 9375
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, 0 F
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
6.00
4.6
94
96
Set
Specimen
Diameter
Area
No.
ID
(inches) ( sq.
inches
1
1
6.00
28.27
1
2
6.00
28.27
1
3
6.00
28.27
1
4
6.00
28.27
Specification
3 -5
3 -6
Date
Tested
09/04/2002
09/04/2002
¢divi.i „n. jlrerram,
eNGINEOUNG
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at
Maximum Compressive
Test
Load
Strength
(days)
(lbs)
(psi)
7
103,470
3,660
7
105,950
3,750
Average
09/25/2002 28 128,680
09/25/2002 28 131,270
3,710
4,550
4,640
Average 4,600
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Arthur. Tinoco
Report Distribution: HBCC
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church Hussein H. jest aa P.E.
Senior 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 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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Form 112 -5 -93