Stonemeade-LR 930212MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(2 14) 247 -7575 • FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
02/12/93 Sample Date
01/14/93
Standard 6" X 12"
Area 28.27 Square inches
To
Centex Real Estate
Project #
0392002035
Project
Stonemeade Estates Utilities - Coppell,
Texas
Contractor
C. W. Young
Location of Placement
Sanitary sewer manhole, station 0 +00, line A
MATERIALS
OTHER DATA
D eQ;P n Wts Design Lbs✓Cu.Yd.)
Mix No.:
Concrete Supplier:
Cement:
Ticket No.:
Truck No.:
Fly Ash:
Time Batched:
Sampled:
Coarse Aggregate:
Temperature ( °F) Ambient: OF
Concrete: OF
Fine Aggregate:
Weather Conditions:
Water
Added: gallons Batched:
Entrained Air Content (%): %
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)
SMC 1
7
01/21/93
n/a
133000
4705
3600/28
2
28
02/11/93
150000
5306
a
3
28
02/11/93
149900
5302
a
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
Contractor
I LLopez
Remarks and/or Distribution
All information except test data furnished by contractor and assumed to be correct.
/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. SM005
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