SS9701-LR 940801MAXIM ENGINEERS, IN¢, 2342 Fab~ls · P,O, Box 59902 · Dallas, 'Tx 75229
Engineering and Environmental Consultents (214) 247-7575 · FAX (214) 241-4931
CONCRETE CYLINDER TEST REPORT
08/01/94 Sample D,te 07/22/94
Area 28.27 Square inches
City of Coppell
0393000626
Grapevine Creek Sewer Branch, Phase I and II - PO# 8616 - Grapevine, Texas
to~o, ~pl,ce~.t Station 114+45
MATERIALS Source/ De~i~nSSDBatch OTHER DATA
N/A
Mix No.:
Fly.Ash:
Fine Aggregate:
~aed: N/A gallons s.t~ed:
Specimen Number
GSB 71
72
Concrete Supplier: N/A
r~et ~o.: N/A
~.t~ed: N/A
Temperature (~F) Ambient: N/A
Weather Condifioas: N/A
Air Con~ent (~): N/A
Tmch No.: N/A
Sampled: N/A
Co,,~ete: N/A
Date Tested Slump In. To~al Loed Lb. Compressive Type of Strength P, equi~,d
S~ength P.S.L Frncmre p.S.L/'day~
07/29/94 N/A 94100 3330 N/A
08/19/94
Curing .~STM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump ASTM C-143 ASTM C-39 Client A, Rodriguez
All information except test data fttmished by client and assumed to be eorreet.
/cey
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 sam le tested and
does not necessarily representidentioal or similar samples. G~71 (I0~860)