Riverside Church-LR010718 ~EST]NG COR~RAT~ON 221 ~ oe.~u~ center
CONC~TE CYLINDER COMP~SSIVE ST~NGTH ~PORT ASTM C39
Repo~ Date: 7/18/01 L~t Reissued on: ~
Re~ To: Greg McGah ey o~~~
Riverside Church of Christ Pr 4006 Ref. No.:
~Jact: Riverside Church of Chr~
150 E. Belfline Road / Coppell, Texas
f Ph~e: N/A
Coppell, TX 75019 ~t No.:
...... : '. :'[ L ~ ~ · .:: ': .... =:7 ': ~~- . -. ---
Supplier: Beall Concrete 0~ lV.~: ~ ......
De.ign Strength: 3000 ~1 ~ 28 day~ AdmixtureS:
· . ...... . .. . .... . . .. -.' ,.,~.::. .:.:~':........:.
Date Sampled: 7/10/01 Date Received: Measured Specified
SOur=e of Sample: 450' No~heast of main church entran~ Slump(In_): 6
Slump wlplasti~izer(in.):
Contractor: Air Temperature ("F): 75
Truck~icket: 225/85852 Mix Temperature ("F): 97
Sampled By: M. Ardito Air Content (%): 2.5
5ubmiEed By: M. Ardito Unit Weight (pc~:
Curing Method: CUFe ~oom Batch Size (cy):
Specimen Prep: Unbonded W~ther: Water Added (gal.} 0
Fi=~d Cum Temp (°F) HI: Lo: ~nd (MPH) Time Batched:
Field Cum Time: 24~4 hrs. ~ Rh (%): Time Sample: Time In Truck:
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Sample Date ~9e Dlmenslo~ ~ Ama i Ul~ma~ Load ~,~ ~ R~uimd
Number Tepid ~ .(~;s) [~am. Ht, Lan. : (i~) (I..) ~,,gth (psi) /$~ength (psi)
100170 A; 7/17101' ~6 x 12 x 28.27 98000
100170' B 7/17/01 ~ x 12 x 28.2~ 95500
100170 C 817/01 6 x ~2 X 28.27 3600
100170 D 8/7/01 k 28 6 x 32 x 28.27 3600
Average 7 Day S~ngth (psi): 3430
All fractures were conical in nature unless noted otherwise. 41~
,
) ~/Peviewed on 7118/01 by: ' .
CC: Wm. Duane Harrell, P_E.
David Turner K.B. Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Hallurn Architects
Unless prior arrangements have been made, all HOLD specimens will be discardecl if required strength is attained.