SS9701-LR 931014MAXIM ENGINEERS, INC. 2342 Feben~ · P.O. B¢~ 5~902 · Dalle~, TX 75229
Engineering end Environmental Ccmsu[tant~ (214) 247-7575 · FAX (214) 4845804
CONCRETE CYLINDER TEST RI.PORT
Pro~ect #
Project
10/14/93 S,mple Da~ 09/09/93 s~nd~,d 0' X ~2'
City of Copper
0393000626
Grapevine Creek Sewer Branch, Phase I and II - PO# 8616 - Grapevine, Texas
Mayrach Construction
Station 42 + 78
MATERIALS sso
Descrip~ioa Wis. (Lbs./Cu.Yd.)
IOTHE. R DATA
Concrete Supplier:
Mix No.:
Cement:
Fly Ash:
Coarse Aggregate:
Fine Aggregate:
Water Added:
Admixtures:
Specimen Number (D!
GSB 37
38
Curing AS"fid C-31
Slump ASTM C-143
gallons Bat~h~:
Date Tested
10/07/93
11/04/93
Test Method
ASTM C-39
Slump In.
ITicket No.:
Time Batched:
Temperature (°F) Ambient:
Weather Conditions:
Entrained Air Content (%):
(ASTM C-231)
To~al Load Lbs. Compressive
Strength P.S.I.
101700 3597
Truck No.:
Sampled:
Type of
Fracture
Cylinders Made By [ Cylinders Te~ted By
Contractor [ I. Lopez
Suength Required
P.S.L/days
Remark~ and/or Distribution
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. /
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 neeessarily represent identical or similar samples. GSB37 (101029)