Deforest Court-LR020619CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021181.0007
Service Date: May 21, 2002
ne 19, 2002
1 eForest Court L
gle Family Home
ppell, Texas
u •er: 94
Client: The Holmes Builders
Attn: Terry Holmes
1406 Halsey Way Suite 100
Carrollton TX 75007
Material Information
Specified Strength: 3000 psi 28 Days
Batch Time: 1:03pm Plant: 91
Supplier: Redi -Mix
Truck No: 103
Mix I.D. No.: 914MR
Water Added Onsite Before Test: 10 Gallons
Field Test Data
Test Result
Slump, inches:
Air Content,
Concrete Temperature, F: 80
Ambient Temperature, F: 85
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen
No. ID
1 1
1 2
1 3
1 4
Technician: Robert Sneed
Report Distribution:
(1) The Holmes Builders
(1) City of Coppell Constr Insp
(1) City of Coppell Bldg Insp
5.00
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
6.00 28.27
Ticket No: 157700
Report Dat
Project
Projec
Specification
5.0 Max
N/A
Date
Tested
05/28/2002
05/28/2002
06/18/2002
06/18/2002
Age at
Test
(days)
81
Reviewed by:
5
Sam mation
Sample Time: 1:50pm Date Cast: May 21, 2002
Technician: Robert Sneed
Weather Conditions:
Accumulative Yards: 10
Placement Method: Chute
Sample Locations: See placement location
Placement Location: Piers
Test Method
ASTM C -143
ASTM C1064
ASTM C -1064
7 79,170
7 78,280
Average
28 104,330
28 102,550
Average
Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
ENGINEERING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Maximum Compressive
Load Strength
(Ibs) (psi)
0
2,800
2,770
3,660
HBC Engineering
I lre,racan
Hussein H. Abusaad, 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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