Deforest Court-LR020618CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021181.0005
Service Date: May 20, 2002
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: 2:OOpm
Supplier: Redi -Mix
Truck No: 127
Mix I.D. No.: 914MR
Field Test Data
Test Result
3.00
Slump, inches:
Air Content,
Concrete Temperature, F: 69
Ambient Temperature, F: 72
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen
No. ID
1 1
1 2
1 3
1 4
Technician: Phil Green
Report Distribution:
(1) The Holmes Builders
(1) City of Coppell Constr Insp
(1) City of Coppell Bldg Insp
Plant: 1
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
6.00 28.27
Ticket No: 18208
P
June 18, 2002
615 DeForest Court Lot
Single Family Home
Coppell, Texas
Numb-
Dallas,
(214) 6
Repo
Sample Information
Sample Time: 3:10pm
Technician: Phil Green
Weather Conditions: Clear, warm
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Pier #18
Placement Location: Piers
Specification
5 -7
N/A
Date
Tested
05/27/2002
05/27/2002
06/17/2002
06/17/2002
21181
Test Method
ASTM C -143
ASTM C1064
ASTM C -1064
Age at
Test
(days)
7
7
Reviewed by:
Maximum Compressive
Load Strength
(lbs) (psi)
Average
28 116,200
28 115,270
Average
88,170 3,120
92,470 3,270
3,200
4,110
4,080
4,100
ENGINEERING
penter Frwy., Suite #100
xas 75247
1010
Date Cast: May 20, 2002
Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
HBC gineering
HusseirlH. 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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