Stonemeade-LR 930408MAXIM ENGINEERS, INC. 2342 Fabens a P.O. Box 59902 a Dallas. TX 75229
engineering and Environments! Consultants (214) 247 -7575 a FAX (214) 4845804
CONCRETE CYLINDER TEST RE PORT I
Report Date 04/08/93 Sample Date 03/10/93 Standard 6' X 12"
Area 28.27 Square inches
TO Centex Real Estate
Project # 0392002035
Project Stonemeade Estates - Coppell, Texas
Contractor C W Young
Location of Placement Inlet
MATERIALS
Source/
Design SSD Batch
OAR DATA
Total Load Lbs.
Description
W[s. (Lbs./Cu.Yd.)
Strength Required
P.S.I. /days
Mix No.:
7
03/17/93
Concrete Supplier:
Cement:
3739
L-1
Ticket No.: Truck No.:
Fly Ash:
7
03/17/93
Time Batched: Sampled:
Coarse Aggregate:
3742
°
Temperature ( °F) Ambient: F Concrete: OF
Fine Aggregate:
28
04/07/93
Weather Conditions:
Water Added:
gallons
Batched:
Entrained Air Content (%): %
Admixtures:
28
04/07/93
(ASTM C -231)
Specimen Number
Age
(Days)
Date Tested
Slump In.
Total Load Lbs.
Compressive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I. /days
SMC 30
7
03/17/93
105700
3739
L-1
4200/28
31
7
03/17/93
105800
3742
32
28
04/07/93
123600
4372
11
33
28
04/07/93
127800
4520
1-
Curing ASTM C -31
Slump ASTM C -143
Test Method
ASTM C -39
Cylinders Made By
Contractor
Cylinders Tested By
1. Lopez
Remarks and/or Distribution
All information except test data furnished by contractor and assumed to be correct.
/br
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This re port is for the sole use of the client addressed. The use of our company name must receive our prior written consent- This report applies only to the sample tested
ssarily representidentical or similar samples. , and
does not nece / �7 SMO20
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