Riverside Church-LR020512A Report NO.; 24
TRINITY ~NC6'~F[RINC/KLFINFELDER 2211 Century Center Bird,
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 5/1/2002
Report To: Greg McGa~hey
Riverside Church of Christ
150 E. Be[tithe Road
Coppell, TX 75019
Supplier: On-site Batch
Mix No.: n/a
Design Strength: 1800 psi
28 days
Date SampleU: 3/29/2002
Source of Sample: East side of building
Last I~[elssued On:
Mix Data
Sample Data
Date Received: 4/1/2002
Contractor:
Truck/Ticket;
Sampled By: R, Herbrand
~bmitted By; R. Herbrand
Curing Method: Cure Room
Specimen Prep: Onbonded Weather:
I=leld Cure Tamp (°F) Hi; Lo: Wind (MPH)
Field Cure Time; 24±4 hfs. Rh (%):
Laboratory Data
Average 28
Project No,: 10645 ReT, No,; 402045
Project: Riverside Church of Chdst
Coppell, Texas
Phase: N/A
Permit No.;
Reported to Kleinfelder
Cement Type;
Cement Factor
Max. Size Agg.(in.);
Admixtures:
Observed by Kleinfelder
Slump(in,):
Slump wJplasticlzer(in.):
Air Temperature
Mix Temperature
Air Content (%):
Unit Weight (pcf):
Batch Size (cy):
water Added (gal.)
Time Batched: 10:00
Time Sampled: 10;15
Day Strength (psi): I
Moesureol
68
72
Time in Truck:
2410 J
Speclfted
0:!,5
All fractures were conicaJ in nature unless noted otherwise.
Remarks;
CC:
David Turner K.B. Alexander - fax
Larry Davis City of Coppell * fax
Lee Stone City of CoppelI - fax
Bob Bandy V. Aubrey Helium Architects
John Millett, P.E. Millett Engineering Group
Reviewed on 5/1/2002 by:
Wm. Duane Harrell, P.E.
Senior Consultant
Unle55 prior arrangement5 hsve been made, all HOLD specimens will be discarded if required strength is attained.
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