Stonemeade-LR 930727MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 • FAX (214) 484 -5804
CONCRETE
CYLINDER TEST REPORT
Report Date
07 /27/93 Sample Date
07/17/93
Standard 6"
Area 28.27
X 12"
Square inches
To
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Mario Sinacola
Location of Placement
Left turn lane
MATERIALS
OTHER DATA
Description Wts Design Lbs./C d.)
Mix No.:
Concrete Supplier: Mario Sinacola
Cement:
Ticket No.: N/A
Truck No.: 72
Fly Ash:
Time Batched: N/A
Sampled: 9:50 am
Coarse Aggregate:
0
Temperature ( °F) Ambient: 85
0
Concrete: 80 F
Fine Aggregate:
Weather Conditions: N/A
Water Added: 0 gallons Batched:
Entrained Air Content (%): 5.5%
Admixtures:
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Compressive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I./days
(Days)
SMP 81
7
07/24/93
6
83500
2953
171
3000/28
82
7
07/24/93
83600
2957
a
83
28
08/14/93
84
28
08/14/93
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 146.7 LBS /CF
/cey
Centex Real Estate Corporation - Derek Earle, P.E.
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell Sr.—
This reportis for the sole use of the client addressed. The use of our company name must receive our prior written consent. This reportapplies only to the Sample tested, and
does not necessarily represent identical or similar samples. S p P81 (210277)