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Riverside Church-LR011204 ~2/05/~001 08~50 97~8~0080~ TRINITY ENGR-DALLAS Repo~ No.: TRINITY ENGINEERING/KLEINFELDER 22~ ~ Oentu~ Oenter Blvd, CONC~TE CYLINDER COMP~SSIVE ST~NGTH ~PORT ASTM C39 Rsoo~ Oats: 12/41~ L~t Reiaaue~ on: Report~~~ P~I~No.: 1~5 Ref. No.: 1101530 - Project Rlvemtde Church of Christ Coppell, Texas Ph~e: N/A Pe~it No.: sum Beall Concrete Cement Cement Fa~tor (s~): Mix No.: 230 Max. ~1~ ABg.(In.): D~lgn Strength: 3000 ~1 ~ 28 da~ Adml~: Date Sampled: 10/30/01 Da~ R~elved: Measu~d Specified $oume of Sample; Building slab - 50' No~h & 40' West Slump(in.): 5 3 5 Slump wtplastlcl~ln.): ...... Contractor: Anchor Companies Air Tam,tatum (eF): 76 .... Truc~i~ket: 231 Mix Tem~a~ (~F): 87 .... Sampled By: H. Crayton ~r c~nt (%): 1.2 .... Subml~d By: H. Cmyton Unit Welght (~: ...... Curing Method: Cure R~m Batch SI~ (cy): 10 Specimen P~p: U nbonded wea~r: Water Added (~1.) 0 Field Cum Tamp CF) Hi: Lo: Wind (MPH) Time Bat~hed: 08:43 Field Cure Time: 24t4 h~. Rh (%): Time Sampled: 09:40 Time In Truck: Sample Da~ Age Dimen,i~s Ama Ultlma~ Load Compressive Required Number Tested (days) Diam. ~. ~n. (In~) (lbs.) St~ngth (psi) . S~gth (ps1) 101222 A 11t6/01 7 ~ x ~ x 28.27 ~ 108000 3820 ~ ................... ~01222 B 11/6t01 7 s x ~2 x 28.27 110000 .... 38~b 101222 C ~ 1/27/01 28 6 x ~2 x 2827 129000 4560 3000 i ~01222 D 11/27/01 28 ~ x ~= x 28.27 111000 3930 3000 Average 28 Day Strength All fractures were conical in nature unless noted otherwise. Remarks: cc: David Turner K.B, Alexander - fax Senior Consultant Larry Davis City of Coppell - fax Lee Stone City of Coppell - fax Bob Bandy V. Aubrey Hallum Architects John Millett, P.E. Millett Engineering Group Un[ess prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained. As a mutual protaotlon to eur clia~a a,d ourselves, all reports submltte~l are the oonfldet~Ua! properly of out cliente ertl &uth~tizetiOn for pubtic~aflorl of statements, cor~clL~glon$, or e~trecte from our r~po~s e~ ~serv~ 12/05/2001 08:50 9?28700802 TRINITY ENGR-DALLAS PAGE A Report No.; 13 TRINITY ENCINE~RING/KLEINFELDER 2211 Centu~ Center Blvd. '~'~ ~"~?/~'~"~'~':~"'~'~' Suite 101 CONC~TE CYL~DER COMP~SSIVE ST~NGTH ~PORT ASTM C39 Repo~ Da~: 12/4/01 Last Reissued on: ~pon To: Greg McGahey Project No.: 10645 Ref. No.: 110~ 130 Riverside Chumh of Christ 150 E, De;tl~ne Road Project: RIvers~de Church of Christ Coppetl, Texas Phase: N/A Coppell, TX 75019 Permit No.: Supplier: Beall Concrete Cement Type: Cement Factor (~cy): Mix No.: 230 Max. Si~ ARR.(in.): Design Strength: 3000 psi ~ 2~ days Admixtures: Date Sampled: 10/30/~1 Date Received: Measum~ Specified Source ~ Sample: Build,nc slab - 70' Nodh & 3~' South Slump(in.): 5 1/2 3 5 Srump w/plasti¢i~in.): ...... Contractor: Anchor Companies Air Tem~ratum (=F): 80 .... Truc~lcket: ~907/189742 MIx Temperature ("F): 86 Sampled By: H. Crayon Air Content (%): n/a .... Submi~ed By: H. Crayon Unit Weight (pcq: Curing Method: Cure Room Ba~h Si~ (~): 10 Specimen Prep: Unbonded Weather: Wa~r A~d (gal.) 10 Field Cure Tamp (oF) Hi: Lo; Wind (MPH) Time Bat~hed: 09:57 Field Cure Time: 24~4 hrs, Rh (%); Time Sample: 10:40 Time In Truck: 0:43 Sample ~ Date Age ~ Dlme~lons ~ Ara'~" '~ Ulflm~ L~ compressive Required Number Tes~ (d~) ~ Diem. Hi. Lan, (in~) , (1~.) Streng~ {~i) Strength (psi) 101223 A 11/6/01 7 S X 12 ~ ...... 28.27 92000 3250 -- 101223 B~ 11/6/01 7 ~ 6 x ~2 x 28.27 90500 ....... 320b 101223 C 11/27/01 28 ~ ~ x ~2 X 28.27 .... 1'i~000' 3960 3000 101223 D~ 11/27/01 28 ~ 6 x 12 ~' ...... 28.27 109500 3870 3000 Average 28 Day S~n~h (~1): ~ 3920 All fractures were conical in nature unless noted otherwise, Remarks: Reviewed on 12J4/01 by: ,~ ' ~ cc: Win, Duane Harrell, P.E. David Turner K.B. Alexander - fax Senior Consultant Larry Davis City of Coppell - fax Lee Stone City of Coppell - fax Bob Bandy V. Aubrey Hallum Architects John Millett, P.E Millett Engineering Group Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength ts attained. Aea mutual pr`otecflon to Out' clients ~nO outeelvea, all tepo~ submitted ate the ¢~r'~denfiml property I~ our client, ~nd eutharl:~atlOr`l far publication ~;ff etatemente, conclualone, or` ex~¢acta fi'om our' teport~ ~r~ r~serw pending OUr written ep~roval 12/05/2001 08' 50 9728700802 TRZNIYY ENGR-D~LL~S PAGE 04 A Report No.: 1 § TRINITY ENC;INEERING/KLEINFELDER 2211 Centu~ Center B~d, ,~,, ,~,~,~ ,,,.,,~,~,; ~.~,,,¥~, Suite 101 CONC~TE C~INDER COMP~SSI~ ST~NGTH ~PORT ASTM C39 Repo~ Date: 12f4~1 ~st Rei~ued on: Repo~To: Greg McGahey Riverside Church of Christ P~ject No.: 10645 Ref. No.: 1101205 150 E. Belffine Road ProJe=t: Riverside Church of Christ Coppe~l, Texas Phase: N/A Coppell, TX 75019 Permit No.: ' '~: ~:: , ' ' .... ',' - ' ~,, ~ " ' ~,~i~Jl~, '~'BJ~J~ [~ ~l~[[ll:~[~l:'~ : ' ~ Supplier: Beall Concrete C~Jnt Mix No.: 230 Cement FaVor Max. Size Agg.(in.): Design Strength: ~000 psi ~ 28 days Admixtures: Da~ Sampled: 11/2/01 Da~ Received: Me~u~d Spe;ified ~ource of Sample: Grade beams - Column G~ Lines 11-12 ~lump(In.): ~ .... ~lump w~plastlclzer(tn.): ...... COnt~aC~r: Air Temperature (CF): ~0 Tru~lcket: 103/8g0042~1 MIx Temperature ~F): ...... Sampled By: ~, ~urke Air Content (%): ...... Submittal By: ~. ~Ur~ Unit Weight (p;~: ...... Curing Method: OUF~ ~OO~ Batch Size (cy): 10 Specimen Prop: UfibOfid~d Weather: Wa~r Add~ (gal.) 0 ;laid Cure Tamp (°F) Hi: Lo: Wind (MPH) Time B~tc~d: ~ 1 Fiel~ Cu~ Time: 24~4 ~. Rh (%): Time Sampled: 12:4~ Time In Truck: 0~ ~7 ~ ..... ; ~ : · ~1~: , ; : Sample D~te Age Dimensions Am= Ultimate L~d Comp~sive ; R~ui~d Number Tested (da~) Diam. Hr. Lan. (In') (1~.) ~tmng~ (psi) Strength (p~i) ~0~27~ ~ 11/~/0~ ~ 6 x ~; X 28.27 g0000 3180 ~0~27~ B ~'~/0~' 7 ~ x ~2 x 28,2'~ ~000 3040 ~0~2~ ~ 11/30/01 ~8 6 x ~2 x 2827 11~000 .... 4~00 3000 ~0~27~ ~;__.~1/30/0~ 28 ~ x ~; x 28,27 ......... ~"1~500 3~40 ~000 Aver=~ 28 Day Stm~h (~i): J 4020 All fractures were conical in nature unless noted otherwise. Remarks; Reviewed on 12/4/01 by: CC: Wm. Duane Harrell, P,E. David Turner K.B. Alexander - fax Larry Davis City of Coppeil - fax Senior Consultant Lee Stone City of Coppell - fax Bob Bandy V. Aubrey Helium Architects John Millett, P.E. Millett Engineering Group Un,ess prior arrangements have been made, all HOLE) specimens will be discarded if required strength is attained. Aa e mutual protect:ion ~o []ur client~ alqcl ourselva;, ell reoort8 8ubmlfled ere the ~onfidantial property of ol~r cller~e end 8LJ~ho¢i;catio,'q for publi~llDn of ~letemer~e, conclusion, ac extre~ fram bur rel~orte are reserve pending our wfitte~ approval