Riverside Church-LR020318TRINITY ENGINEERING/KLI:INFELDER
TRINITY ENGR-DALLAS
2211 Century Center Blvd,
Suite 101
Report No.: 13
PAGE 82
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 3/18/02 t.~t Reiuued on:
Report To: Greg McGahey p
2121
Coppell, TX 750t g
~uppller: On-site Batch Comet Ty~:
Gement Fac~r
D~ign Strength: 1800 ~i~ - 28 ~/ ~d: Sample Da~ ~mi~u~:
Obsemed by Kleinfelder
Da~ Sampled; 2/14/02 ~ ~i~ M~u~ Specif[~
Souse Of Sample: No~h ~ll Slum~in.): n/a
~r Tem~um (~): 52 --
Mix T~p~re (~: 54 --
Truck/'Ttcl~t:
Sampled By: M Escalante Air Contain {'/,):
Submitted ay: M. Escalante Unit Weight (pc~:
Curing M~g~od: Cure Room B~tch Sl~ (~):
Specimen Prep: Unbonded w.~c Weter,~
Field Cure Temp ("F) HI: g~: Wind (MPH) TIm~ ~d: 13:30
Field Cure Time: 24+4 h~, Rh (%): Time 8~mpled: 14:00
Time In TmGk: O: $0
sample Date Age Dlmenslone Area Ultimate Load Compressive Required
Number Tested (day~) Wd. Hr, ken. (1~') (Ibc,) 5tTength (p~l) Strength (psi)
200340 'A 2/21/02 7 2 x 2' x 2 4 .......... ~200 1550 ~
200340 B "~')21/02 7 2 x 2 x 2 4 6400 1600
200340 C 2/21/02 7 2 x 2' x 2 4 6300' 1580
200340 D 3114/02 28 2 x 2 x 2 4 8300 2080
200340 E 3114/02 '28 :~""' ' x 2 x 2 4 8200 20~0
200'34,0 F 3/14/02 '28' 2" x 2 x 2 4 8800 2200'"
All fractures were conical in nature unless noted otherwise. ~
Rema~s:
Revi~d On ~tW02 by: ~"~
CC:
David Turner KB Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Hallum Architects
John Millett. P.E, Milleff Engineering Group
Win, Duane Harrell, P.E.
Senior Consultant
Unless pnor arrangements have been made, all HOLD specimenl viii be discarded if re~lulted Mrength is attained.
A TRINITY ENGINEERING/KLEINFELDER
TRINITY ENGR-DALLAS
Rope~ No.: ~3
2211 Century Center Bird,
Suite 101
MORTAR CUBE COMPRESSIVE STRENGTH RE__pORT ASTM Cl09
Repor~ Date: 3/18/02
Report To: Greg McGahey
Riverside Cllurch of Christ
150 E. Beltline Road
CoppelI, TX 75019
Supplier: On-site Batch
Mix No,: n/a
Design Su'engt~: 1800 psi
Date Sampled: 2/14t02
Source of 8amp(e: North wall
Contr~Gtor:
TmcI,JTlcket:
Sampled By: M. E$calante
Submitted By: M, Escalaflte
Curing Method; Cure Room
Specimen Prep: Unbonded
Field Cure Tomp ~F) Hi; I.o:
Field Cure Time: 24+4 hrs.
[,i~t Relleued on:
28 cloys
Dote Received:
Wzethe~.
Wind (MPH)
Rh (%):
PAGE 83
IV[ix Data
Sample Data
Proje~ ~,~1~' 10645 Ref. No.: 20~121
Proper.* Riverside Church of.~rist
[ Coppell, Texas~~
Reported to Kleinfetder
Cement Type:
Cement Factor (sk/cy):
M~x. Size Agg,(In.):
Observed by Kleinfelder
Measured Specified
Slump(in.): n/a - -
Slump wlplllflel~er(in.): -- -- ~
Air Temperature pF}: 52 ....
Mix Temperature (°F): ~4 ....
Air Content (%): .....
Unit Weight ( p,~t): .....
~t~h Size (cy):
Water Added (gal.)
'nme Bare. d: 13:30
Time Sampled: 14:00 Time in Truck: 0:30
,L~borat0~y Dats ; . ~ ~ .... : ,:
Average 28 OW Strength (psi)', I 21t0 ]
All fractures were conical in nature unless noted otherwise.
Remarks:
CC:
David Turner K.B. Alexander * fax
Larry Davis Cib/of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrly Hallum Architects
John Millett, P.E. Millett Engineering Group
Reviewed on ~/1~/0~' by:
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prior a~angement~ have been m~de, all HOLD spsctrmms will be discarded if requlf~l slm~gth Is attained,
TRINITY ENCINEERING/KLEINFELDER
2211 Century Center Blvd,
Suite 101
Report NO.: 9
PAGE 04
Report Date: 3/18/02
Report To: Grig McGahey
Riverside Church of Christ
150 E, Beltltne Road
Coppell, TX 75019
MORTAR CUBE COMPRES~qlVE STRENGTI~I REPORT ASTM C109
I.ast Reissued on:
°Jit22
Supplier: On-site Batch
Mix NO.: n/a
Design Strength; 1800 psi
Phase:
Permit No.:
Reporl~.~ Kleinf~lder
Cement Type:
Geraint Factor
~, S~ A~.(Jn.):
O~ewed by Kleinfelder
28 day~
Sample Data
Date Sampled: 2/12/02 r, ate Received: Measured Specified
Source of Sample: Bri~k masonsry at the Northeast exterior ;omar, 4' above finistlecl Slump(In.).' ....
slab Slump wlplaeti¢lz, er(in.):
Contractor; Air Tempsmturc
Truok/Ticket: Mix Temperature (~F): .....
Sampled By: C. Lewis Air Content (%); ......
Submitted By: C. Lewis Unit Weight (psf):
Curing Method: C~ure Room ~mh Size (cy):
Speeimofl Prep: Unl~onded Weather: Water Added (gal.)
Field Cure Tamp (CF) Hi: Lo: W~nd (MPH) Tlma Berthed: 11:15
Field Cure Time: 24:~4 hre, Rh (%): Time Sm~tpled: 11:20 'time In Track:
Sample Date Age OlmeflOione Areu Ultimate Load C~mpreesiv~" Required
Number Tested (days) Wd. Hr. Le~, (in') (lbs,) S~rength {psi) Strength (psi)
200339 A 3/12102 28 2 x 2 x 2' 4 7900 1980
200339 B 3/12/02 28 2 x 2 x 2 4 8900 1730
200339 C 3/12/02 28 2 x 2 x 2 4" 7000 "1750
Average 28 Day Strength (psi):
All fractures were conical in nature unless noted otherwise.
R®marfm:
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 3/18/02 by:
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prier Inangements have been midi. all HOLD 8peCnnens will be diar, arded if required strength is attained.
.03/21~2002 00:2i 9728700802 TRINITY ENGR-DALLAS PAGE 05
TRINITY FNGINEERING/KLEINFELDER
2211 Century (::enter Bird,
~.,,,~,~.,~,~,l,.,~.~. Suite 101
Report No.: 17
MORTAR CUBE cOMPRESSlV~ STRi~NGTH REPORT ASTM C109
L~$t Reia~ued on;
Report Date: 3/18/02
Report To: Greg McGahe¥
Riverside Church of Chdst ProJeetNo.: 10645 Ref. No.:202103
150 E, Eleitline Road Project: Riverside Church of Chdst
Coppell, Texas
Phase: N/A
Coppell, TX 75019 Permit No.:
Mix Data Reported to Kleinfelder
Supplier: n/a Cement Type:
Cement Fatter (eldcy):
Mix No.:
Max. $1ae Agg.(In.):
Design Strength: 1800 p~i ~ 28 days Admix~re~:
Sample Data ObServed by' Kleinfelder
Date Sampled: 2/12102 oate Rer.,eived: Measured Specified
Source of Sample; Slump(in.): ......
Slump wlplestlclzer(in.):
Contracter: Air Temperature (cF): 70 -- --
Truck/Ticket: Mix Temperature (°F): 55
Sampled By; T. Risen Air Content (%): .....
Sul:~mitted By: T. Riser Unit Weight (pet): .....
Curing Method: Cu~'e Room Batch Si~e (~,): 1
specimen Prep: Unbonded westhe~ Water Added (gal,) 0
Field Cure Tamp CF) Hi: Lo: Wlnd (MPH) Time "-~qed: 11:20
Field Cure 'rime: 24~'4 hrs. Rh (%): Time Sampled: 11:2~ T;mm in Truck: 0:5
Sample Date A'ge Dlmen$iorm Am~ Ultlm~ Load Compressive Required
Number Tested (days) Wd. Hr. Lan. (in*) (Ib~.) Stzength (p~l) Strength (psi)
200308 A 2/19102 7 2 x '~ x 2 4 5200 1300
200308 B 2/19102 7 2 x 2 x 2 4 6300 1580
200308 C 2/19/02 7 ~ x 2 x 2 4 6400 1'600
200308 D 3/12)02 28 2 x ~ x 2 4 6000 1500 1800
200308 E 3112/02 28 2 x 2 x 2 4 5900 1480 1800
200308 F 3112/02 28 2 x 2 x 2 4 6700 1680 1800
All fractures were conical in nature unless noted otherwise,
Remarke:
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 Milleff, P.E. Millett Engineering Group
Reviewed on ~/t~02 by:
Wm. Ouane Harrell, P.E,
Senior Consultant
Unless prior arrangements have been mede, all HOLe ~pecimens will be discarded if raglulred strength is attained.
,03/2112882
A
89:21 9728788882
TRINITY ENGINEERING/KLEINFELDER
TRINITY ENGR-DALLAS
2211 Century Center Blvd,
Suite 101
Rspo~ Ne.: 17
MORTAR CUBE COMPRESSIVE STRENGTI-I 1~,. PORT ASTM C109
Report Date: 3/18/02
Report To: Grog McGahey
Riverside Church of Christ
150 E, Beltline Road
last Rela~ued on:
Coppell, TX 75019
Supplier: rl/a
Mix NO,: --
Design Strength: 1800
28 days
Date Sam pleth 2/12/02
Source of Sample:
Truck~rlckot:
Sampled By; T. Risen
Submitted ay: T. Risen
Curing Method: Cure ROOi~I
Specimen P~ep; Unl:x)nded
Field Cure Tamp ('F) Nh L.~;
Field Cure Time: 24+4 hrs,
PAGE
Date Re~eivad:
Weelhlr;
Wind (MPH)
Rh (%):
Mix Data
Sample Data
Proje~tNo.: 10545 Fqef. No.:202103
Project: Riverside Church of Christ
Coppell, Texas
Phaae: N/A
Permit NO.;
Reported to Kleinfelder
Cement Type:
~-~mellt FaG[Or (WEcy):
Max. Siam Ags.{In.):
Admixtures:
Observed by Kleinfelder
Me;mumd
Clump(In,):
Slump w/plllUoizer[In,):
Air Tempereture (aF): 70
Mix Temperature (*F): 55
Air Cortte~t (%): -
Unit Welgl~ (p~-~): --
Bl~h Si~ (ay):
wirer Added (gal.} 0
Ttme Sampled; 11:25 Time In Truck:
8G
Specified
0:5
day .~d~n~i~ failed tO meet de~l~n spe¢lflca~tone. ', Average 28 Day Strength (p~i): I
All fractures were conical in nature unless noted otherwise.
Remafl~$:
CC:
David Turner K.B. Alexander - fax
Larry Davfs City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
John Miltett, P.E. MiHett Engineering Group
Reviewed on 3/18/02 by:
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prior ermngemerd~ have been made. all HOLD specimens will be discarded if required stmngU~ is attained.