Riverside Church-LR011126 11/"27/2001 1~3:l0 9728788,98'2 TRINITY ENGR-DALLAS PAGE
,~ Repo~ No.: 8
T~iNI~ ENG[NEERING/KLEINFELDE~ 2211 Centu~ Center Blvd,
CONC~TE CYLINDER COMP~SSI~ ST~NGTH ~PORT ASTM C39
Repo~ Date: 11/26t01 Last Reissued on:
Report To: Greg McGahey
Riverside Church of Christ Project No.: 10645 Ref, No.: 1001349
150 E. Beltfine Road Project: Riverside Church of Christ
Coppell, Texas
Phaaa: N/A
Coppell, TX 75019 Pe~it No.:
Supplier; Beall Concrete Cement ~pe:
Mix No,: 230 Cement Fa~tor
Max. Size
Design Strength: 3000 p~l ~ 28 day~ Admixture:
Date ~ampled: 10/19/01 B~e Re~eived: Mea~d 8pacified
Source of Sample; Pfer ¢~0 8lump(In,): 4
8lump wlpl~flcizer(in.): ......
Contractor: Air Temperature CF): 74 ....
fruc~lck~t: 202 Mix Temperatu~ ("F)= 78
Sampled By: C. Miller Air Con~nt (%): ......
8ubml~d By: C. Miller unit Weight (pc~', ......
Curing Method: Cure Room ~tch Slz~ (cy): 10
~pecimen Prep: Unbonded Weather: W~r Added (9~1.) 10
Field C~ Tamp (~F) Hi: Lo; Wind (MPH) Time ~at~d: 14:46
F~eld Cure Time: 24~4 hrs. Rh (%): Time Sampled: 15:35 Time in fruck: 0:49
8ample [ Da~ , Age Oimensfons [ Area Ultima~ Load Comp~slve Required
Number : Tested (days) Diam, Hr. Lan, ] (tn~) (lbs.) Sfrength (psi} ~ Strength (psi)
101'~35 A' 10/26/01 7 e x 12 -x 28.27 94000 3320
Lq01135 B', 10/26/01 7 8 '-~' ' ~2' x 2827 96000 ..... 34~:~ --
-~01135 C~ 11/16101 28 "6 x ~2 x 128.27 132000 ...... ~70 'a~ 3000
~ I ,,,
101135 Di 11/16/01 ..... 2'~ i ~ x ~2 x ~ 2827 130000 ~ 4600~ 3000
Average 28 Day St~ngth (pal}: ~~~
All fractures were conical in nature unless noted othe~ise
Remarks:
cc: Wm, Duane Harm[I, P.E.
David Turner K.B. Alexander - fax
Larw Davis Ci~ of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Architec~
John Miltett, P.E. Millett Engineering Group
dnless prier arrangements have been made, all HOLD specimens will be discarded if requfred strength is attained.
Repo~ No.: 1~
TEI~iTY ~CtNE~EINC/K[EINFELD~E 2211 Cen~u~ Center B~vd.
'~ ~""?"~ ': ""~ ~"~ Suite 101
CONC~TE C~INDER COMP~SSIVE ST~NGTH ~PORT ASTM C39
Repo~ Date: 11/26/01 Last Reiseued on:
Repo~ To: Greg McGahey
Riverside Church of Christ Project No.: 10645 Ref. No.: 1101374
150 E. Beltline Road Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Coppell, TX 75019 Permit No.:
Supplier: Beaff Concrete Cemenl
Mlx NO.: 230 Cement Factor (s~cy):
Max, Size Agg.(In.):
Design Strength: 3000 psi ~ 28 days Admi~ur~:
Date Sampled: 11/13/01 Da~ Received: Measu~d Specified
8oume of Sample: Slab - 10' No~h & 30' East Slump(in.): 6 1/2 4 5
Slump wlpl~tlclzer(In,):
Contractor; Air Temperature (~F): 68 ....
Truc~lcket: 181/89004635 Mix Temperature CF): 84
Sampled By: H. Crayon Air Content (%): ......
8ubmi~d By; H. Crayon Unit Weight (pcfl:
Curing Method; Cure Room Batch Size (cy): 10
8peclmen Prop: Unbonded Weather: Wa~r Added (gal,)
Field Cum Tamp (°F) HI: Lo: Wind (MPH) Time Berthed: 07:47
~leld Cure Timer 24~4 hrs. Rh (%): ~me Sampled: 08:45 Time In Truck:
Sample Da~ Age Dimensions ,! Ama U~lma~ Load Compressive i Required
Number Tes~d (da~) Diam. Ht. Lan. I (In') (lbs.) Strength (psi) Strength (psi)
101352 A~ 11/20/01 7 6 x 12 x 28.27 78000 2760
101352 B'. 11/20/01 7 6 x ~2 x 28.2~ 84500 2990 .......
I c 2e x x
.~ 01352 D 12/~ 1/01 28 [ x x ] 3500
Average 7 Day Strength (psi): 2880
All fractures were conical in nature unless noted othe~ise,
Remarks:
cc: Wm. Duane Harrell, P.E.
David Turner KB. Alexander - fax
Larry Davis City of Coppell - fax Senior Consultant
Lee Stone C~ty of Coppell ~ fax
Bob Bandy V. Aubrey Helium Architects
John Millett, P.E. Millett Engineering Group
Unless prior arrangements have been made, all HOLD spe(;imens will be discarded If required strength is attained,
11/27/2081 16:[0 9728788882 TRZNITV ENGR-DaLL~,S PAGE 07
Repo~ No.:
TRINITY ENC[NEERINC/KLEINFELDER 2211 Centu~ Center Blvd,
CONC~TE CYLINDER COMP~SSI~ ST~NGTH ~PORT ASTM C39
Repoff To: Greg McGahey
Riverside Church of Christ Project No.: 10645 ReT. No.: 1101374
150 E. Beltline Road Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Coppell, TX 75019 Permit No.:
Supplier: Beall Concrete Cement
Mix No.: 230 Cement Factor (~y):
Max. Size Agg.(in.):
Design Strength: 3000 ~1 ~ ~8 days Admi~ur~:
Date Sampled; 1 1/1 3/0~ Date Received; Measured Specified
Source of Sample: Slab on grade - 120' North & 40' East Slump(in.): 5 4 5
Slump w/plasticizer(In.):
Contractor: Air Temperature (°F): 65
Truc~icket: 214/89004619 Mix Temperature (OF): 85 ....
Sampled By: H. Crayton Air Content (%):
Submi~ed By: H. Crayton Unit Weight {pcfl: ......
Curing Method: Cure ~oom Batch Size (~):
Specimen Prep: Unbonded Weather: Water Added {gal.)
Field Cure Tamp (oF) Hh LO: Wind (MPH) Time Berthed: 05:~5
Field Cure Time: 24~4 hrs. Rh (%): Time Sampled: 0~:30 Time
Sampre D,e ...... "' A~ ~ Dimensions Area Ultim,~ ~oad j Compressive [ Roqui~d
Number Tes~d (days) ~ Diam. Hr. Lan_ (in=) (lbs.) Strength (psi) ~ Strength (p=i)
101351 .... A! 11/20/01 I 7 6 x ~2 x 28,27 88000 3110 / ............
-T01351 B 11/20/01 ~ 7 6 x .... ~'~" x 28.27 88000 ~i10'"~1
~01351 C' ~2/13/0'~ .........~ 28 x x , ' ' ~ 3500 --
...... D' 28,, x x j 3500
Average 7 BeV St~ngth (psi): a110
All fractures were conical in nature unless noted otherwise,
Remarks:
cc: Wm Duane Harrell, P.E.
David Turner K.B. Alexander- fax
Larry Davis City of Coppell - fax Senior Consultant
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
John Millett, P,E Millett Engineering Group
Unless pr~or arrangements have been made, all HOLD specimens will be discarded if required strength Is attained.
rnut~(~l F~rotectl0n to Our ¢llente end ourselves, all repose submi~ed e~ the ~on~denlial prap~ of our cllent~ end agthorlzatton for publi~flon ¢ statements, our wrltte~ approvgl
~?~?/2~@~ ~1~ 97~8700802 TRINitY ENGR-~ALLA$ P~GE
Report No.: 9
' TRINITY ENGINEERING/KLEINFELDER 2211 Century Center Blvd,
,~,, :'",/~'~ ','~, ~,,,.',,~,,~' Suite 101
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
Raport Da~: ~ ~/2~/0~ Last Reissued an:
n~port ~: Gte9 McGahe¥
Riverside Church of Christ Project No.: 10645 Ref. No.: 1001350
150 E. Beltline Road Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
CoppelL TX 75019 Permit No.:
Supplier: Basil Concrete Cement Type:
Mix No,: 230 Cement Factor ($k/cy);
Max. Size Agg.(in.):
Design Strength: 3000 psiS. 28 days Admixtures;
Date Sampled: 10/22/01 Date Received: Measured Specified
Source of Sample: Pier #38 Slump(In.):
Slump wlplasticizer(in.): ......
Contractor: Air Temperature (=F): 82
Truck/Ticket; 202/89003746 MIx Temperature ("F): 81 ....
Sampled Ely: O, Milrer Air Content (%): ......
,Submitted By: C. Miller Unit Weight (pcf): ......
Curing Method: Cure Room Batch Size (cy): 10
Rpeclmen Prep; Unbonded Weather: Water Added (gal.) 5
Field Cure Tamp (°F) Hi: Lo: Wind (MPH) Time Batched: 15:24
Field Cure Time: 24:1:4 hrs. Rh (%); Time Sampled: 16:113 Time in Truck: 0:46
! Sample : Date [ Age Dimensions Area Ultimate Load Compressive ! Required
i Number I Tested I (days) Diam. Hr, Lan. (in~) (lbs.) Strength (psi) i Strength (psi)
101134 A! 10/29f01 I 7 6.01 x 12"""x 28.37 94000 3310 ! ...............
' 101134 B( 10/29/01 7 e.0~ .... ~( ' ~ x 28.37 89000 3140
i'-~01134 C i '~1/19/01 28 6 x ...... ~2 x 28.27 122500 4330 3000
~--101134 Df 11/19/01 28 6 x ......... ¥~"' x ! 28.27 114000 4030 "~J'000'
Average 28 Day Strength (per): [ 4180
All fractures were conical in nature unless noted otherwise,
Remarks:
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 Hallum Architects
John Millett, P.E Millett Engineering Group
Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained.
A~ a m,atueJ protac, tion to our clients ancl ourselves, er~ reporte ~ubmt:ted are the conflde.~U&l p-opedy of Out' ¢lle¢~te and au herizetion for publication of 8~element~, concv, elon8 or e~irects f¢ocr', our ¢epods =re res~rv,
11/'27/2~1 16:10 9728?00802 YRINIYV [NGR-DALL~S P~GE 06
Report No.: 11
TRINITY ENCIN[IERING/KLEINFIE[DI~I~ 2211 Century Center Blvd,
,.~,~ ,.~,..,~ r?.,~,,~,~,~,,~' Suite 101
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
Report Date: 11/26/01 Last Reissued on:
Report To: Grog McGahey
Riverside Church of Christ Project No.: 10645 Ref. No.: 1001370
150 E. Beltline Road Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Coppell, TX 75019 Permit No.:
Supplier: Bt~a][ Concrete Cement Type:
Mix No.: 230 Cement Factor
Max. Size Agg.(in.);
Design Strength: 3000 psl~ 28 days Admixtures:
:~ !' ~ , "~<,i" i~,,;;i:: 'ii:" i , : . i ~i, ,~' ';" · : ~,~,~, ~tu ~,,-~,~,~,~,~ - ~',. ,~,.., n-: !
Date Sampled: 10/24/01 Date Received: Measured Specified
Source of Sample; Pler f/45 Slump(In,): 4 1/2 ....
Slump w/plasticizer(In.): ......
Contractor; Air Temperature (°F): 77 ....
TruckFrlcket: 234/89003831 MIx Temperature (~F): 75 ....
Sampled By: C. Miller Air Content (%}: ......
Submitted By: C. Miller Unit Weight (pcf): ......
Curing Method: Cure Room Batch Size (cy): 10
.Specimen Prep: Unbonded Weather: Water Added (gal.)
Ffeld Cure Tamp (°F) HI: Lo: Wind (MPH) Time BeLched: 09:48
Field Cure Time: 24±4 hrs. Rh (%); Time Sampled: 10:30 Time in Truck; 0:42
~- Sample Date Age [ Dimensions Area Ultimate Load I Compressive Required
Number Tested (days) I Diam. Hr. Lea. (lbo.)
Strength
Strength
(psi)
i101163A 10/31/01'~ 7 ~ 6 x ~2 x 28.27 ....~.~.000 i 3180 ---
~-01163 B 10t31/01 ! '"~ .... 6 x ~2 x 2827 98000 ~ 3470
~101163 C 11/21/01 ~ 28 s x ~2 x 28_27 131000 4630 3000
I
~_1__0_1i'~"' B1 11/21/01 28 e x 12 x 28.27 13600'0 ! 4810 ; 3000
Average 28 Day Strength (psi): [ 4720
Ail fractures were conical in nature unless noted otherwise.
~.~mark~:
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 Helium Architects
John Millett P.E. Millett Engineering Group
Llnles~ ¢rior arrangements have been made, all HOLD specimens will be discarded If required strength in attained,
Report No.: 10
TRINITY I~NGINR~glNG/I([I~INFE[DI~I~ 2211 Century Center Bird.
,"'~ ~*?v~ ............ ~'*'~ ....... ~ Suite 101
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
Report Date: ~ ~/2~0~ Last Reissued on:
Report To: Greg McGahey
Riverside Church of Christ Project No.: 10645 Ref. No.: 1001347
150 E Belttme Road Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Coppell, TX 75019 Permit No,:
Supplier: Basil Concrete Cement Type:
Mix No,: 230 Cement Factor (sklcy)~
Max. 81ze Agg.(Irt,):
Design Strength: 3000 psl(~ 28 days Admixtures:
Date Sampled: 10/23/01 Date Received: Measured Specified
,~ource of Sample; Pier ¢f46 ,.~lump(In.): 5
,~lump w/plastlcl~,er(In,): ......
Contractor: Air Temperature (°F); 87
'lruckrrlcket: 22 t Mix Temperature (°F): 82
Sampled Dy: C. Mirler Air Content (%): ......
Submitted By' C. Milrer Unit Weight (pcf): .......
Curing Method: Cure Rooi'n BatCh Size (cy): 6
Specimen Prep: Unbonded Weather: Water Added (gal.) 5
Field Cure Tamp (°F) Hi: Lo: Wind (MPI-I) Time Batched: 14:24
Field Cure Time: 24+4 hfs, Rh (%}: Time Sampled: 15:2.0 Time In Truck:
Sample Da~e Age Dimension~ Area Ultimate I~ad Compressive Required
Number Tested (days) Diam. Ht. Lan. (In~) (Ibe.) Strength (psi) Strength (psi)
101145 Ar 10/30/01 7 6 x ~ x I 28.27 .... 86000 3040 I
101145 "'B! 10/30/01 7 6 x 12 x ! 28.27 68000 "~;41'0
101145 C 11/20/01 i 28 6 x ~2 x ,28.27 113000 4000 3000
101145 D ! 11/20/01 28 6 x ~2 x I 28.27 1"~3000 4000 3000
Average 28 Day Strength (psi): I 4000 I
Alt fractures were conical in nature unless noted otherwise.
Remarks:
Reviewed on 11/26/0~ by: ,, ..~ ' ~~-~
cc*. Wm. Duane Harrell, P.E.
David Turner K,B. Alexander - fax
Larry Davis City of Coppe[I - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Hallum Architects
John Mi[lett, P.E. Millett Engineering Group
UnLess prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained.
RepoA No.: 7
~ TRINITY ENGINEERING/KLEINFELDER 2211 Centu~ Center B~vd,
CONC~TE C~INDER COMP~SSIVE ST~NGTH ~PORT ASTM C39
Ropo~ Data: ~ ~/2~0~ Last R~[asusd
R~po~ To: Greg McGahey
Riverside Church of Christ Preject No.: 10645 Ref. No.: 1001243
150 E. Beltline Road Prol~ct: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Coppe[I, TX 75019 P~rm~t
Supplier: Bea[I Concrete 6ement
Mix Nc.: 230 Cement Factor
~ax. $ize
DeSign Strength: 3000 psi ~ 28 day~ Admixtures:
Da~ 8am pled: 10t 18/01 Da~ Received: Measured 8pacified
Souse of Sample: Pier ~3~ Slump(In.):
Slump w/plastiCizer(in.):
Contractor: Air Temperature ("F): 68 ....
Truck~icket: 208/34749 Mix Temperature ("F): 74 ....
Sampled By: C. Miller Air Content (%): ......
~ubml~d By: C. Miller Unit Weigh~ (pc~: ......
Curing Method: Cure Room Batch Size (~y):
Specimen Prep: Unbonded Weather: Water Added (gal.)
Field Cure Tamp (~F) HI: La: Wind (MPH) Time Batched: 14:21
Field Cu~ Time: 24~4 hrs, Rh (%): Time Sampled: 15:35 Time in Truck: 1: 14
Sample [ Date = Age Dimensions ~ Ama Ultimate Load Comp~sslve ; Required
Number [ Tes~d (days) Diem, Ht. Lan. ~ (In') (lbs.) Strength (psi) Strength (p~i)
101105 A; 10/25/01 7 6 x ~2 x 128.27 91000 3220 ..........
I
1~105 B~ 10/25/01 7 ~ x m x ~ 28.27 85000 3010
10~105 C~ 11/15/01 ~ 28 6 x ~ x ~ 28.27 1~9500 4230 3000
I .......... I
'10~105 Di~ 11/15/01 i~ ~ 6 x ~2 x ~28'27 1~5000 4070 ~l 3000
Average 28 Day Strength (psi): I 41 S0 J
Ali fractures were conical in nature unless noted otherwise.
Remarks:
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 Hallum Architects
John Millett P.E Millett Engineering Group
Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is affalned.