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Riverside Church-LR011114 R~po~ No.: T~INITY ENCINEE~ING/KLEINF~LDER 2211 Cen~u~ Center Blvd, ~ ~'~'~ "'""~ ~'~"~ Suite I 01 CONC~TE C~INDER COMP~SSIVE ST~NGTH ~PORT ASTM C39 ~o~ Data: ~ ~/~/0~ Laat ~laauOd ~pon to: Gte9 McGahey ~iversi~e Church of Christ Prelect ~o.: ~0~ R~*. ~o.: ~00~234 Coppell, TX 75019 P~it ~ix D~t. RepOAed to Kleinfelder M~x No.: 230~ ~ Cement Factor (s~cy): Max. ~1~ A~.(I~,): Design Strength: 3000 p~i ~ 28 day~ Adml~um~: Sample D~t~ Obse~ed by Kleinferder Date ~mpled: 10/16/01 Date Recelwd; Measured ~pe;ified ~ource of ~ample: Pier ~7 ~lum~im): Slump wlpl~tici~r(in.): ..... Cont~etor: Air Temperature (oF): 64 -- -- T~uc~icket: 110189003515 Mix Tempe~tum ~ampled By: C. Miller Air Co.t~ s.bm~ ~y: C. Miller Unit Weight (p¢O: ..... ~udno Me~hod: Cure Room B~tch ~.ctm.. ~mp: Unbonde~ W~a~er: W~ter Added (~1.) 10 Fl~ld ~u~ Temp (*F) Hi: Lo: Wind (MPH) Tirol Batch.d: 14:53 Field Cum Time: 24~4 h~_ Rh (%): Time Sampled: ~ ,.: ~ : ..,:; ::~;,~,:~, : .~, . , ,:: , ,. ;. .... , .~, ~ Sample j D,~ ........... ~ge T Dimenaion, Ama U,,m~o,d I I Number ~ Tested (days) j~ Diam. Ht. Lan. (ina) (lbs.) S~ngth (p~i) / Strength (p~i) "~ 0~ A 10/23/01 ~ ...... ~ 6 x ~2 x 28.27 122000 4310 101087 B 10/23/0~ ...... 7, 6 x ~2 x 2~ ........ 125000, 442Q ................... c x ..... 'ssooo' , ..... ' ge 28 Day Strength (pii): [" ~SO~ J All fractures were conical in nature unless noted otherwise. Remarks: cc: Wm. Duane Harrell, P.E. David Turner K.B. Alexander - fax Larry Davis 0ity of Coppell - fax Lee Stone City of Coppell - fax Bob Bandy V. Aubrey Helium Architects Jol~n Millett, P.E Millett Engineering Group Unless pflor arrangemerit~ have been mede, all HOLD apeclme~l$ will be discarded If ¢equired strength ts a~lned,