SS9701-LR 931011MAXIM ENGINEERS, INC. 2342 Fabens · P.O. Box 5,9902 · Dallas. TX 75229
Engineering and Environmental Consultants (214) 247-7575 · FAX (214) 484.,5804
CONCRETE CYLINDER TEST RF. PORT
10/11/93 Sample D.te 09/08/93 standard 8' X 12'
City of Coppell
0393000626
Grapevine Creek Sewer Branch, Phase I and II - PO# 8616 - Grapevine, Texas
Mayrath Construction
Station 37+44
MATERIALS s~.,~ ~,~. SSD ~.,~ OTHER DATA
Coarse Aggregate:
Fine Aggregate:
Water Added:
Admixtures:
GSB 35
36
Curing ASTM C-31
Slump ASTM C-143
Remarl~ and/or Distribution
g&Uons Batched:
Test Method
~TM C-39
Date Tested Slump In.
10/06/93
10/06/93
Cylinders Made By
Contractor
Concrete Supplier:
Ticket No,:
Time 8atched:
Temperature (°F) Ambient:
Weather Conditions:
Entrained Air Content (%):
(ASTM C-2311
Total Lo~d Lh~. Compressive
Strength P.S.I.
120000 4244
119700
Truck No.:
Sampled:
Concxete:
Type of
4234 ~
[Cylinder~ Tested By
I. Lopez
Strength Required
All information except test data furnished by contractor and assumed to be correct.
/bk
City of Coppell - Jim R. Ragsdill
City of Coppell - Garreth Campbell, Sr.
ThiSdoes reportnot necessarily is for the represent ident~cals°le use of the .cllentor add?ssed.simllar samples,The use of our company name mnst receive our prior written consent. This report applies only to the samG~351e tested,(101028)and