Riverside Church-LR01121212/17/2001 13:09 9?28700802
TRINITY ENGR-DALLAS
TRinITY ENOINEERING/KLEINFI:I. DER
2211 Century Center Blvd,
Suite 101
RepsrtNo.: 16
CON~TE CYLINDER COMPRESSIVE SI'I, tENGTH REPORT ASTM C39
PAGE
02
Supplier;
Mix No.:
Deelgrt Strength:
Date Sampled:
Source of Sampie:
Last Reissued on:
Beall Concrete
230
3000 psi ~
· . i: ' ' '. Sara'pie. Data
11/13/01 Da& Received:'
Slab - 10' No~ttl & 30' East
Contractor:
Truck/Ticket: 181/89004635
Sampled By; H. Cr'~yton
Submitted By: H. Crayton
Curing Method: Cure Room
Spscimen Prep: Unbonded
Proj~:tNo.; 10645 Ref. No.: 1101374
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Fa~tur (sk/Gy):
Max, Size Agg,(In,):
AdmixtureS:
.-" Observed.by: Kleinfdde'r:.
8lump(in.):
8lump w/plasticizer(In.):
Air Temperature
Mix Temperature (~F):
Air Content (%):
Unit Weight (pct):
Batch ~lze
Msaaured
6 1/2
Specified
4 5
Weather, water Added (gal.)
Field Cure Tamp (°F) HI: La: Wind (MPH) Time Batched: 07:47
Field Cure Tlme: 24+4 hrs. Rh (%): Time &led: 08:45 Time in Truok: 0:58
sample Date Age Dii¥ienilona ........... ' " ' ~ .......... '
Ama Ultima~e Load Compressive Required
Number Tested (days) Diam. HL Lan. (irr*} (lbs.) Strength (pal) Strength (PI0
i__101352 A 11t20/01 7 6 x ¥2 x 28,27 78000 2760 .....
(_101352 8 11/20/01' 7 s 'x ~ x 28.27" 84500' 29~0
! 101352 C 12/J'1'/01 28 'e' x 12 X ;~8.'27 107'500 I 3800 I1~ 3500
101352 D'" ~2/11'/01 [ 28 I ~ x '~ x ,I 28.27 J 121000 I __ ~ 3500
Average 28 Day Slzength (psi): '[ 4o40
Ail fractures were conical in nature unless noted otherwise.
Remarks;
CC:
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
Reviewed on 12/'12/01 by:
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prior arrangements have been made. all HOLD specimens will 13e di~lrded if required atrengfft is attained.
At · mu(ual pn~'~ion ~o ~ cJMnt~ &hd ou~mMva~ a~ rmportl l~l~)~il~d mi ~ ,genll~lenl~l pr~tNbly M o~ M ~)d ~ ~M I)ul~iemlUel ~ ~t~m~, ~,~, mt ~ ~ ou~ refx~ ~ ~
TRINITY ENGR-DALLAS
TRINITY ENGINEERING/KLEINFELDER
2211 Century Center Blvd,
Suite 101
Report No.: 15
PAGE
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
Lest Reissued on:
Report Date: 12/12/O!
Report To: Greg McGahey
Riverside Church of Christ
150 E. Beltline Road
Coppellr TX 75019
Supplier: Basil Concrete
Mix No.: 230
Design Strength: 3000 psi ~
Date Sampled: 11/13/01
Source of Sample:
28 days
Date Received:
Slab or~ grade - 120' North & 40' East
Weather:.
Wind (MPH)
Mix Data
Contra=tar:
Truck/Ticket: 214/89004619
Sampled By: H. Crayton
Submitted By: H. Crayton
Curing Method: Cure Room
SPecimen Prep: Unhanded
Field Cure Tamp (°F) Hi: Lo:
sample Data.'
Project No..' 10645 Ref. No.; 1101374
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Faotor (sk/cy):
Max, $i~e Agg.(in.):
Admixtures:
'.. ObSe~ed by .Kleinfelder. · ....'.' ... :. :..':: ./.:' ::
Measured Specified
Slump(in.): 5 4 5
Slump w/plea~Jcize~(In.):
Air Temperature CF): 65 ....
Mix Temperature ('F): 85
Air Content (%): ....
Unit Weight (pc'f): .....
Batch SiZe (Oy): 10
wate~ Added (gaJ.) 15
Time Berthed: 05:35
Field Cure Time: 24:~4 hrs. R~ (%): Time Sampled: 0~:30 Time in Truck: O: 55
Sample Del= Age Dimen~ion~ Area Ultimate Load Compre~eive Required ......
~ Number Teated (days) Diam. Hr. Lan. (Ina) (11~.) S~rength (l~i) Strength (pal}
101351 A 11/20/01 7 $ "'x 12 x 28.27 88000 3110
1013~t B 11/20/01 7 e x 12 x '28.27 88000 3110
_101351 C 12/11/01 28 6 x 1'2 x 28.27 118~00 4120 3500
1101351 Dt 'J2/11/01 28 e "'x ,2 x '-2~...2..7.. 111000 3930 ..... ~3~C~0 .I
Average 2~ Day Strength (psi): I 4030 I
All fractures were conical in nature unless noted otherwise.
Remarks;
CC:
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 MJIlett, P.E. Millett Engineering Group
Reviewed on 12/12/01 by:
Wm, Duane Harrell, P.E.
Senior Consultant
Unless prior arrangements have bean made, all HOLD specimens will be discarded if required strenglh is attained.
A~pen4~k~ga mulUeiout wfittm~Prme~'ia~approv~d.t° our ctleflte ertO o~amelvel. MI lepo~ aubml~e<l ~ ~ ~dfirllrflill I~ af m~r ~ em~ ~ far p~b#olUofl o~ ItlMmm¥~ oermlu~s, or eatract~ from o~Jr