Deforest Court-LR020531CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021148.0012
Service Date: May 2, 2002
Client: The Holmes Builders
Attn: Jon Dostert /Dean Trudell
1406 Halsey Way Suite 100
Carrollton TX 75007
Material Information
Specified Strength: 3000 psi 28 Days
Batch Time: 9:30am
Supplier: Redi -Mix
Truck No: 221
Mix I.D. No.: 914MR
Plant: 91
Field Test Data
Test Result
5.50
Slump, inches:
Air Content,
Concrete Temperature,° F: 80
Ambient Temperature, F: 69
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen
No. ID
1 1
1 2
1 3
1 4
Technician: Steve Campbell
Report Distribution:
(1) The Holmes Builders
(1) City of Coppell Constr lnsp
(1) City of Coppell Bldg Insp
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
6.00 28.27
Ticket No: 156884
Report Date:
Project: 6
Project'NumB¢r-- 94021148
Sample Information
Sample Time: 10:45am Date Cast: May 2, 2002
Technician: Steve Campbell
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Pier #43
Placement Location: Pier 40, 41, 43
Specification
5 -7
None
Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
�i
eForest C
ngle Family Home
oppell, Texas
Age at
Date Test
Tested (days)
05/09/2002 7
05/09/2002 7
05/30/2002 28
05/30/2002 28
It
Test Method
ASTM C -143
ASTM C1064
ASTM C -1064
Reviewed by:
o divi,j, ®cll cmco y
ENGINEERING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
214) 630 -1010
Maximum Compressive
Load Strength
(Ibs) (psi)
60,340 2,130
61,500 2,170
Average 2,150
91,720 3,240
92,280 3,260
Average 3,250
HBC Engineering
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 dent-
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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