Stonemeade-LR 930203MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247 -7575 a FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
02/03/93
Sample Date 01/18/93 Standard 6" X 12"
Area 28.27 Square inches
TO
Centex Real Estate
Project #
0392002035
Project
Stonemeade Estates
- Utilities - Coppell, Texas
Contractor
C. W. Y
Uxaatiion of Placement
Manhole - Line C,
station 2 +82, Hertz Street
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MATERIALS Source/
Description
Design SSD Batch
Wts. (Lbs. /Cu.Yd.)
OTHER DATA
Mix No.:
806
Concrete Supplier: Red Mix, Plant 1
Cement:
Ticket No.: 13900 Truck No.:
102
Fly Ash:
Time Batched: 12 :47pm Sampled:
2 :12 pm
Coarse Aggregate:
Temperature ( °F) Ambient: 40 Concrete:
60
Fine Aggregate:
Weather Conditions: Overc ast
Water
Added: 0 gallons
Batched:
Entrained Air Content (%): n/ / a
Admixtures:
(ASTM C -231)
Specimen Number
Age
(Days)
Date Tested
Slump In.
Total Load Lbs.
Compressive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I. /days
SMC 7 *
7
01/25/93
1
3600/28
8 *
28
02/15/93
9 *
28
02/15/93
Curing ASTM C -31
Slump ASTM C -143
Test Method
ASTM C -39
Cylinders Made By
R. Pleasant
CTested By
ez
Remarks and/or Distribution
* Specimens destroyed in field
/br
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
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. SM010
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