Stonemeade-LR 9302222MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmenta Consultants (214) 247 -7575 • FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date 02/22 Sample Date
01/23/93
Standard
6" X 12"
Area 28.27 Square inches
TO Centex Real Estate
Project # 0392002035
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5
Project Stonemeade Estates - Utilities - Coppell, Texas
Contractor C. W. Young
Location of Placement Manhole at station 6 +60
Design SSD Batch
MATERIALS Source/
OTHER DATA
Description Wts. (Lbs ✓Cu.Yd.)
Mix No.: 806
Concrete Supplier: R edl -Mix Concrete
Cement:
Ticket No.: 14091
Truck No.:
n a
Fly Ash:
Time Batched: 1 :45 pm Sampled:
2 :20 pm
Coarse Aggregate:
Temperature ( °F) Ambient: 72
Concrete:
81
Fine Aggregate:
Weather Conditions: Partly sunny
Water Added: 8 gallons Batched:
Entrained Air Content (%): 5.0%
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 14
7
01/30/93
2
143900
5090
3600/28
15
7
01/30/93
143700
5083
a
16
28
02/20/93
184500
6525
a
17
28
02/20/93
185200
6551
a
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
/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
does not necessarily represent identical or similar samples.
to the sample tested, and
SM012
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