Stonemeade-LR 930527MAXIM 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
05/27/93 Sample Date
04/27/93
Standard 6" X 12"
Area 28.27
Square inches
T
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Mario Sinacola
Location of Placement
p Alley A, station 2 +80
MAMATE Source/ Design SSD Batch
1 E
OAR DATA
Description Wts. (Lbs./Cu.Yd.)
Mix No.:
i/a
Concrete Supplier:
On site Plant
Cement:
Ticket No.:
Truck No.:
Fly Ash:
Time Batched: n/a
Sampled:
9:30 am
Coarse Aggregate:
Temperature (°F) Ambient: 65
Concrete:
79
Fine Aggregate:
Weather Conditions:
Clear
Water
Added: n/ a gallons Batched:
Entrained Air Content (%): 4.8%
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 77
7
05/04/93
5
101300
3583
a
3000/28
78
7
05/04/93
104300
3689
79
28
05/25/93
130500
4615
a
80
28
05/25/93
127000
4492
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
T. Pickens
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. o3624