Valley R Baptist 2-LR020829CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0022
Service Date: August 21, 2002
Sample Information
Sample Time: 2:57pm Date Cast: August 21, 2002
Technician: Joseph B. Gordon
Weather Conditions: Clear
Accumulative Yards: 5
Placement Method: Direct Discharge
Sample Locations: N side Manhole
Placement Location: Manhole Sewer Hole N side of Building
Client: Valley Ranch Baptist Church Report Date: August 29, 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:
Batch Time: 1:49pm
Supplier: -MC
Truck No: 468
Mix I.D. No.:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, 0 F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No
Result
4.00
3.7
94
93
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
1
1
6.00
28.27
1
2
6.00
28.27
1 3
1 4
Specification
3 -5
N/A
Date
Tested
08/28/2002
08/28/2002
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BNGIr-FERING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(2 6 3 0 - 1010
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at Maximum Compressive
Test
Load
Strength
(days)
(lbs)
(Psl)
7
99,750
3,530
7
107,370
3,800
Average
09/18/2002 28
09/18/2002 28
3,670
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Joseph B. Gordon
Report Distribution: HBC Engineering
(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 AZL
(1) HKS Inc Hussein H. Abusaad, P.E.
(1) Valley Ranch Baptist Church
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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