Stonemeade-LR 930520MAXIM 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
05/20/93 Sample Date
04/19/93
Standard 6" X 12"
Area 28.27
Square inches
To
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Mario Sinacola
Location of Placement Outside radius at Garden Grove & Crosstimber
MATE Source/ Design SSD Batch
1YlL`� 1 l:.
OTHER DATA
Description Wts. (Lbs. /Cu.Yd.)
Mix No.:
Concrete Supplier:
On site
Cement:
Ticket No.:
Truck No.:
Fly Ash:
Time Batched: 1 :30
Sampled:
2:00
Coarse Aggregate:
Temperature ( °F) Ambient: 81
Concrete:
82
Fine Aggregate:
Weather Conditions:
Water
Added: 0 gallons Batched:
Entrained Air Content (%): 4 %
Admixtures: AEA
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Compressive
Type of
Strength Required
(Days)
Strength P.S.I.
Fracture
P.S.I. /days
SMP 57
7
04/26/93
5 1/4
105300
3724
3000/28
58
7
04/26/93
109300
3866
a
59
28
05/17/93
131600
4654
60
28
05/17/93
130500
4615
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
/bk
Centex Real Estate Corporation - Derek Earle, P.E.
City of Coppell
- Larry Davis
City of Coppell
- Garreth D. Campbell Sr.
This report 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, and
does not necessarily represent identical or similar samples.
o3370
MAXIL[ ENGMEERS, INC