Stonemeade-LR 930223MAXIM ENGINEERS, INC. 2342 Fabens a P.O. Box 59902 • Dallas. TX 75229
Engineering and Environment Consultants (214) 247 -7575 a FAX (214) 4845804
CONCRETE CYLINDER TEST REPORT
Report Date 02/23/93 Sample Date
01/25/93
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 Manhole, line D, station 4 +70
MATERIALS
OTHER DATA
Description Wts De sig n Lbs. /Cu.Yd.)
Mix No.: 40
Concrete Supplier: Pioneer Concrete Co., Plant 29
Cement:
Ticket No.: 028703
Truck No.: 282
Fly Ash:
Time Batched: 12:53 pm Sampled: 1 :30 pm
Coarse Aggregate:
Temperature ( °F) Ambient: 49
Concrete: 65
Fine Aggregate:
Weather Conditions: Gleam
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 18
7
02/01/93
3
104400
3693
3600/28
19
7
02/01/93
108700
3845
20
28
02/22/93
128700
4553
a
21
28
02/22/93
131500
4652
a
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
P. Nichols
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 reportapplies only to the sample tested, and
does not necessarily represent identical or similar samples.
SM013
MAXI[ EW2NEEM, INC
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