Stonemeade-LR 930524MAXIM ENGINEERS, INC.
Fnnineerina and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 2 47 -7575 • FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
05/24/93
/
Sample Date
04/23/93
Standard 6" X 12"
Area 28.27 Square inches
To
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Sinacola
Location of Placement
Alley, station 3 +00
MATER IALS Source/
Design SSD Batch
OTHER DATA
Description
Wts. (Lbs. /Cu.Yd.)
Mix No.:
n/a
Concrete Supplier:
On - site
Cement:
Ticket No.: N/A
Truck No.:
N/A
Fly Ash:
Time Batched: N/A
Sampled:
8:15 am
Coarse Aggregate.
Temperature ( ° F) Ambient:
6 7° F
Concrete:
70 °F
Fine Aggregate:
Weather Conditions:
Sunny and Windy
Water
Added: 0 gallons
Batched:
Entrained Air Content
(%): 4.0%
Admixtures: Air entrained agent
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Comprehensive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I. /days
(Days)
SMP 69
7
04/30/93
1 1/2
107800
3813
3000/28
70
7
04/30/93
98800
3494
71
28
05/21/93
117000
4138
72
28
05/21/93
I
123200
4357
L J
Curing ASTM C -31
-_
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
A. Campbell
I. Lopez
Remarks and /or Distribution
Unit Weight 143.0
/cey
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. 03535
MAXIM FNC&* RS, INC