Huntington-LR 930517MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247-7575 • FAX (214) 484-5804
CONCRETE CYLINDER TEST REPORT
Re r[ Date Sample Date 04/13/93 Standard 6" X 12"
~ 05/17/93 Area 28.27 Square inclics
TO Centex Real Estate
Project # 0393000704
Project Huntington Ridge -Utilities -Coppell, Texas
Contractor C. W. Young
Location of Placement Manhole -Line C, station 11+35
MATERIALS s°arce/ Design SSD Batch OTHER DATA
Description Wu. (Lbs./Cu.Yd.)
Mix No.: 806 concrete Supplier: Redl M1X Plant 1
Cement: Ticket No.: 18537 Truck No.: 105
Fly Ash: Time Batched: 2:33 pm Sampled: 3:30 pill
Coarse Aggregate:
72 F
Temperature (°F) Ambient. °
Concrete: 77°F
Fine Aggregate: Weather Conditions: C1VerCast
Water Added: 0 gallons Batched: Entrained Air Content (4b): 4.1%
Admixtures: (ASTM C-231)
Specimen Number Abe Date Tested Slump In. Total Load Lbs. Comprehensive
th P
S
I
Stren Type of
Fracture Strength Required
P.S.1./days
(Days) .
.
.
g
HRV 9 7 04/20/93 1 3/4 105200 3721 ~ 4000/28
10 7 04/20/93 107600 3806
11 28 05/11/93 130300 4608
12 28 05/11/93 128200 4534
Curing ASTM C-31 Tes[ Method Cylinders Made By Cylinders Tested By
Slwnp ASTM C-143 ASTM C-39 R. Pleasant I. Lopez
Remarks and/or Distribution
/cey
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
"Chis report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This relwrt applies only to the sample tested, and
~~~~~ri~~~Cepresent identical or similar samples. - ~~~7 03017