Stonemeade-LR 930511MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247 -7575 • FAX (214) 484-5804
CONCRETE CYLINDER TEST REPORT
Report Date 05/11/93 Sample Date
04/26/93
Standard
6" X 12"
Area 28.27 Square inches
To Centex Real Estate
Project # 0393000701
Project Stonemeade Estates - Paving - Coppell, Texas
Contractor Sinacola
Location of Placement Intersection - Alley C and Crosstimbers Trail
MATER IALS /�'`n T / � ERIA S T [� Source/ Design SSD Batch
1Y A
OTHER DATA
Description Wts. (Lbs. /Cu.Yd.)
Mix No.: N/A
Concrete Supplier: On -site
Cement:
Ticket No.: N/A
Truck No.:
N/A
Fly Ash:
Time Batched: N/A
Sampled:
4:00 pm
Coarse Aggregate:
Temperature ( °F) Ambient: 80 °F
Concrete:
80 °F
Fine Aggregate:
Weather Conditions: N/A
Water Added: N/A gallons Batched:
Entrained Air Content (%): 4.1
Admixtures: Air entrained agent
(ASTM C -231)
Specimen Number
Age
(Days)
Date Tested
Slump In.
Total Load Lbs.
Comprehensive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I. /days
SMP 73
7
05/03/93
7
84200
2978
a
3000/28
74
7
05/03/93
84700
2996
75
28
05/24/93
76
28
05/24/93
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
A. Campbell
I. Lopez
Remarks and /or Distribution
Unit Weight 146.6
/cey
Centex Real Estate Corporation - Derek Earle, P.E.
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell Sn-
This report is for the sole use of the client addressed. The use of our company name must
receiveour prior written consent. This reportapplies only
to the sample tested, and
does not necessarily represent identical or similar samples.
03554
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MAXIM ENGRJEERS, INC,
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