Stonemeade-LR 930528MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Co nsultants (214) 247 -7575 • FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date 05/28/93 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
* /� /� TE T /� r S Source/ Design SSD Batch
1V1I1 I�11 �L
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
3000/28
74
7
05/03/93
84700
2996
75
28
05/24/93
105900
3745
76
28
05/24/93
108900
3852
a
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 Sr.
This report is for the sole use of the client addressed. The use of our company name must
receiveour prior written
consent. This report applies only
to t►te sample tested, and
does not necessarily represent identical or similar samples.
03554
MAXIM FNC KFJM, INC