Riverside Church-LR020325~3/28/2002 09~04 972870080~
T~INITY ENGINEERING/K[EIN~:tLDEI~
T~T~T¥¥ ENGR-DALLAS
Repo~ No.: 28
PAGE 04
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Last Reissued on:
Report Date: 3/25/02
Report TO: Greg McGahey Project No.: 10645 Ref, No.~ 202337
Riverside Church of Christ Project: Riverside Church of Chdst
150 E, Beltline Road Coppell, Texas
Phaaa: N/A
Coppell, TX 75019 Permit No,;
Mix Data Reported to Kleinfelder
Supplier; n/a Cement Type;
Cement Fa~tor (skJcy):
Mix No.: -- Max. Size Agg.(io.):
Design Strength: 1800 psi ~ 28 days Admixtures:
Sample Data Observed hy Kleinfelder
Date Sampled: 2/25/02 Date Received: Measured Spe(:ified
Source of Sample: East wall Slump(in.): -- -- '-
Slump wlplastici~:er(in.);
Contractor: Air Temperature (OF): 45 ....
Truct(Frlcket: MIx Temperature (°F): 55
Sampled By! M. Escalante Air Content (%): ......
Submitted By: M, Escalante Unit Weight (pcf}:
Curing Method; Cure Room Batch Size (cy):
Specimen Prep; Unbonded Weather; water Added (gal.)
Field Cure Tamp (°F) HI: Lo: Wind (MPH) Time Batched: 0g:00
Field Cure Time: 24±4 hfs, Rh (%): Time Sampled: 09:15 Time in Truck: 0:15
Sample J Date J Age I Dimensions Area Ultimata Load ! Compressive Required
~ Strength (psi) Strength (psi)
Number : Tested (days) Wd. Ht. Leo. (inz) (lbs.)
2'00508 A 3/4/02 7 2 x 2 x 2 4 7000 1750
200508 B 3/4/02 i 7 2 × 2 x 2" 4 ~000' 1750
200508 C 3/4/02 7 2 x 2 x 2 '" 4 8'800 1700
-200508 D 3/25/02 28 2 x 2 x 2 4 8600 2150 1800
--200~08 E 3/25/02 28 2 x 2 x 2 4 8500 2130 "i 800
t800
i 200508 """F 3/25/02 28 2' x ;~ x '2 4 8200 ........ 2050
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 Hallum Architects
John Millett, P.E. Millett Engineering Group
Reviewed o~1 ~/2Sl02
Wm. Duane Harrell, P.E
Senior Consultant
Unless prior arrangements have been made, all HOLD specimens will be discarded iF recruited strength is attained
~3/~/~002 09~0~ 97~700802
TRINITY ENGINEERINC/KLEINFELD~R
TRINITY ENGR-DALLAS
2211 Century Center Blvd,
Suite 101
Report No.: 28
PAGE
05
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: ~1~5102
Report TO: Grog McGahey
Riverside C;qurch of Christ
150 E, Bettline Road
Coppell, TX 75019
Supplier: fl/a
Mix NO,: --
Design Strength: 't~00 psi ~
Last Reissued on:
Date Sampled: 2125102 Date Received:
Source of Sample; East wall
Truck/Ticket:
Sampled Ry: M. Escalante
Submitted By: M. Escalante
Curing Method: Cure Room
Specimen Prep: Unbonded Weather;
Field Cure Tamp (°F) HI: Lo: Wind (MPH)
Fteld Cure Time: 24i4 hrs. Rh (%):
Mix Data
Sample Data
Laboratory Data
Average 28
Project No.: 10645 Ref. No.: 202337
Project: Riverside Church of Christ
Coppell, Texas
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Factor (sk/¢y);
Max. Size Agg,(in.):
Admixtures:
Observed by Kleinfelder
Measured
Slump(in.):
Slump wlplastlclzer(In.):
Air Temperature (oF); 45
MIx Temperature (°F}: 55
Air Content (%): --
Unit Weight (pcf):
Batch Size (cy):
Water Added {gal
Time Batched: 09:00
Time Sampled: 09:15 Time in Truck:
2110 J
Day Strength (psi): L
Specified
0:15
All fractures were conical in nature unless noted otherwi~;e.
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 MilleR, P,E. Millett Engineering Group
Reviewed on 312S/02 by:
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prior arrangements have been made, all HOLD specimens will lz discarded if required strength is attained.
03/28/2002 89:04 '9728700802
TRINITY ENGINEERING/KLI:INFELDER
T~INITY ~N~R-DALLAS
Suite 101
Report No.: 25
P~GE
10
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 3/~5/02
Report To: Greg McGat~ey
Riverside Church of Christ
150 E Beltline Road
CoppelI, TX 75019
Supplier: On-site Batch
Mix No,: n/a
cosign ,Strength: 1800 psi
28 days
Last Reissued or,:
Date Sampled: 2/8102 Date Received:
Source of Sample;
Truck/Ticket:
Sampled By: M, Escalante
F;ubmltted By: M, Escalante
Curing Method: Cure Room
Specimen Prep: Unbcnded Weather:
Field Cure Tamp (~F) HI: Lo; Wind (MPH)
Field Cure Time: 24+4 hrs. rh (%):
Mix Data
Sample Dat~
PrOjeCt No.: 10645 Ret. No.: 202029
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit No.;
Reported to Kleinfelder
Cement Type:
Cement Fact~r (sldcy):
Max. Size Agg.(In.):
Admixtures:
Observed by Kleinfelder
Measured
Slump(In.l: n/8
Slump w/plasticizer(in.):
Air Temperature (°F): 39
Mix Temperature ("F): 40
Air Content (%):
Unit Weight (pcf): --
Batch Size (cy):
Water Added {gal.)
Time Botched: 09:00
Time Sampled: 09:30
Time in Truck:
Specified
O: 30
Sample Date I Age Dimensions Area Ultimata Load .............. C0mpmsslve ' Required
Number Tested (days) Wd. Hr. Lan. (ina) (IDa.) Strength (psi) Strength (psi)
200290 A 2/15/02 7 2 x 2 x 2 4 ~300 1080
200290 B 2/15/02 7 2 x 2 x 2 4 z{~00 1200
200290 "C 2/15/02 7 2 x ~ x 2 4 ~,600 1150
- 200290 D 3/8/02 28 2 x 2 x 2 ' 4 7500 1880
200290 E 3/8/02 28 ~ x 2 x 2 ....... 4 7500 1880 ....
200290 F I '~02 28 2 x' "' 2 x z 4 8600 2150 .......
All fractures were conical in nature unless noted otherwise.
Remarka:
CC:
David Turner K.B. Alexander- fax
Larry Davis Cft~ of Coppell - fax
Lee Stone City of Coppeti - fax
Bob Bandy V. Aubrey Helium Architects
John Millett, P.E. Millett Engineering Group
Reviewed on 3t25102 by:
Wm Duane Harrell,
Senior Consultant
Unless prior arrangements have been mede, ell HOLD specimens will be discarded if required st~ngth is attained.
83/28/2802 89:8~ 97287088~2
A TRINITY
ENGINEERING/KLEINFE[DER
TRINITY ENGR-DALLAS
Suite 101
Report No,: 2B
PAGE
11
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Repor~ Date: 3125102
Report. To: Greg McGahey
Riverside Church of Christ
150 E, Belfline Road
Coppell, TX 75019
Supplier: On-site Batch
Mix No.: rl/a
Design Strength: 1800 psi
Date Sampled: 2/8/02
Date Received:
Contractor:
Truck/'t'lcket;
Sampled By: U. Esca[ante
Submitted By: M. Escalante
Curing Method: Cure Room
Specimen Prep: Unbonded Weather:
Field Cu~e Tamp (OF) HI: Lo; Wind (MPH)
Field Cure Time: 24±4 hrs. Rh {%):
Project No.: 10645 Ref. No.: 202029
Project: Riverside Church of
Coppe]l, Texas
Phase: N/A
Permit NO.:
Mix Data Reported to KJeinfelder
Cement Type;
Cement Factor (skJcy):
Max, Size Agg.(In.):
Admixtures;
Sample Data Observed by Kleinfelder
Measured
Slump(in,): n/a
Slump w/plasticizer(in,):
Alt Tsmpe~ture (°F): 39
Mix Temperature (°F): 40
Air Content (%):
Unit Weight (pct): --
~atch Size (cy):
Water Added (gal.)
Time Batched: 09;00
Time Sampled: 09:30 Time in Truck:
LaboratOry Dat ' '1 c I ,' r <
Average 28 Day Strength (psi): ~. 1970 J
Specified
0:30
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 Ci~ of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
John Milleff, P E Millet[ Engineering Group
Reviewed on 3125102 by:
Wm. Duane Harrell,
Senior Consultant
Unloss prior arrangements have been made, all HOLD speGimens will be discarcied if required strengtl~ Is at, sines.
@3/28/2002 89:04 9728788882
TRINITY ENCINEERINO/KLEINFE[DER
TRINITY ENGR -DC, LL¢,S
2211 Century Center Blvd,
Suite 101
Report NO,; 21
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 3/25/02
Last Reissued on;
Supplier: On-site 8arch
Mix NO,;
Design Strength:
28 days
Date Sampled:
Source of Sample:
3/12/02 Date Received:
Line H to Line 1,6 00 ROII$ of brick up
Sampled By: R. Pickens
Submitted Ely: R. Pickens
Curing Method: Cure Room
Specimen Prep: Unbonded Weather:
Field Cure Tamp (°F) Hi; Lo: Wind (MPH)
Field Cure Time: 24;1:4 hrs. Eh (%):
Number : Tested , (days) Wd. Hr.
: 200722 A'
~ 3/19/02 7 2 x 2 x
200722 ~ x 2 x
200722 7 2 x z x
200722 28 x x
-200722 28 x x
i 7
3/19/02
3/19/02
4/9/02
4/9/02
200722 4/9/02 28
× X
Alt fractures were conical in nature unless noted otherwise.
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
Project No.: 10645 Ref. No,: 302295
Project: Riverside Church of Christ
Coppell, Texas
Phaee; N/A
permit No.:
Mix Data Reported to Kleinfelder
Cement Type:
Cement Factor (sk/cy):
Max, Si2e Agg.(In.)~
Admixtures:
Sample Data Observed by KleJnfelder
3/13/02 Measured Specified
Slump(In.):
Slump w/plasticizer(In.):
Air Temperature (°F): 55 ....
Mix Temperature (CF); 57
Air Content (%):
Ulltt Weight (pcf): ......
Betel1 $iae (C:y); 0.5
Water Added (gal.)
Time Batched:
Time Sampled: 9:42 Time in Truck: 0:2
Laboratory Dsta ·
Ultimate Load Compressive Required
Lea, (lbs.) Strength (psi) Strength (psi)
z 7900 19~0 .....
2 8000 2000
2 7600 1900
Reviewed on
Wm Duane Harrell,
Senior Consultant
Unless prior errangement~ have been made, all HOLD specimens will be discarded if required strength Is attained
83/28/?8@2 89:84 9728788802
TRINITY EN GINI~I;RING/I(LEIN FE LDt:R
TRINITY ENGR-DALLAS
2211 Century Center 81vd,
Suite 101
Repo~t No.; 21
PAGE 03
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Repo~t Date: 3/2~/02
Report TO: Greg McGahey
Riverside Church of Christ
150 E Beltline Road
Last Reissued orr:
Coppelt, TX 75019
Supplier: On-site Batch
MIx No.: rl/a
Oesign Strength: 1800 psi
Oate Sampled: 3/12/02
Source of Sample;
Mix Data
28 days
Sample Data
Data Received: 3113/02
Line H to Line I 6 60 Rolls of brick up
Truck/Ticket:
Sampled By: R. Pickens
Submitted Ely: R. Pickens
Curing Method: Cure Room
Specimen Prep: Unbonded Weather:
Field Cure Tsmp (°F) HI: /o; Wind (MPH)
Field Cure Time: 24:l:4 hfs. Rh (%):
Laboratory Data
Avarage 7 Day atrangth (pel):
Proje<~t No.: 10645 Rot. No,: 302295
p~oJect: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Factor
Max, Size Agg.(in.):
Observed by Kleinfelder
Measured
Slump(in,): --
Slump w/plasticizer(tn.):
Air Temperature (°F):
Mix Temperature (°F): 57
Air Content (%):
Unit Weight (pot);
~atch Size (cy): 0.5
Water Added (gal,) 0
Time Batshed: 9:40
Time Sampled: 9;42 Time In Truck:
1980
Specified
O: 2
Ail fractures were conical in nature unless noted otherwi§e.
Remarks!
CC:
David Turner K,B, Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Hailum Architects
John Millett, P E Millett Engineering Group
Reviewed on 3/2,~'0 2 by:
Wm, Duane Harrell, P,E.
Senior Consultant
prior arrangements have been mede, ail HOLD specimens witr be discarded if required strength is attained
83/28/2882 89:84 9728708882
TI~INITY ~NGINEERING/KLEINFELDER
TRINITY ENGR-DALLAS
2211 Century Center Bbd,
Suite 101
Repo~ No.: 16
PAGE 08
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 3/25/02
Report To; Grog McGahey
Riverside Church of Christ
150 E. Belt(ina Road
CoppelI, TX 75019
Supplier; On-site Batch
Mix No.: n/a
Design Strength: 1800 psi
Date Sampled: 2/11/02
Source of Sample: North wall
I.set Reissued on:
28 days
Date Received:
TruckiTIcket;
Sampled By: M. Escarante
Submitted By: M Escalante
Curing Method; Cure Room
Specimen Prep; Unbonded Weather:
Field Cure Tamp (°F} HI: Lo: Wind (MPH)
Field Cure Time: 24~4 hrs. Rh (%):
Mix Data
Sample Data
Project No.: 10645 Ref. No,: 202028
Project: Riverside Church of Christ
Coppell, Texas
Phase; NIA
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Factor (sklcy):
Max. Size Agg.(in.}:
Admixtures:
Observed by Kleinfelder
Measured
Slump(In.): n/a
Slump wlplastlclzsr(ln.}: --
Air Temperature (°g): 46
Mix Temperature ("F): 44
Air Content (%): n/a
Unit Weight (pcf}; -
Batch alze (¢y):
Water Added {gal.)
Time Batched: 09:00
Time Sampled: 10:00 Time in Truck: 1: 0
Spacifled
;Laboratory Data
Sample I Date Age Dimensions I Area Ultimate Load Compressive Required
Number : Tested (days) Wd. Hr. Lee. ! (ina) (lbs.) Strength (psi) Strength (psi)
- 2C~'0291 ' Ai 2/18/02 7 2 x 2 x 2 4 3900 980 I
200291 B 2/18/02 7 z x 2 x 2 4 4200 ' 1050 I
~ 200291 C 2/18/02 7 2 x 2 x 2 4 4100 1030
-200291 "D 3/11/02 28 2 x 2 x 2 4 6000 2000
200291 El 3/'~'1/02 28 z x 2 x 2 '4 7600 ] 1900
200291 F 3/11/02 28 2 x 2 x 2 4 7800 1950
All fractures were conical in nature unless noted otherwi&e,
Remarks:
CC:
David Turner K, B. Alexander- fax
Larry Davis City of Coppei[ - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
John Millett, P.E. Millett Engineering Group
Reviewed on 3125102 by:
Wm Duane Harrell, P,E.
Senior Consultant
Unless prior arrangements have been made, all HOLD specimens wilt be discarded if required strength is attained.
03/28,/~002 09~04 97~870080~
T~lNIT¥ I~NGINEE£1N6/KLE~INFELDER
TRINITY ENGR-DALLAS
2211 Century Canter Btvd~
Suite 101
Report NO,: 16
PAGE 09
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 3/25/02
Report To: Grog McGahey
Riverside Church of Christ
150 E. Beltline Read
Coppell, TX 75019
Supplier: On-site Batch
Mix No.: n/a
Design Strength: 1800 psi
28 days
Date Sampled: 2/11/02 Date Received:
5ourse of Sample: North wall
Truck/Ticket:
Sampled By: M E$calante
Submitted By: M. Escalante
Curing Method: Cure Room
Specimen Prep: Unbonded Weather:
Field Cure Tamp (=F) Hi: Lo: Wind (MPH)
Field Cure Time: 24~4 hrs. Rh (%):
Mix Data
Sample Data
Project No.:
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit No,:
Reported to Kleinfelder
Cement Type:
Cement Factor
Max. Size Agg.(In.):
Admixtures:
Observed by Kleinfelder
Average 28 Day Strength
10645 Re£ No.:202028
Measured 5pacified
Slump(in.): n/a ....
Slump w/plasticizer(in.):
Air Temperature (°F): 46
Mix Temperature (~F): 44 ....
Air Content (%): r]/a ....
Unit Weight (pcf): ......
Batch Size (ey):
Water Added (gal.)
Time Batched: 09;00
Time Sampled: 10:(~0 Time in Truck:
~a~ j
Ail fractures were conical in nature unless noted otherwi§e
Remarks:
CC:
David Turner K.B, Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubroy Helium Architects
John Millett. P.E Millett Engineering Group
Reviewed on 3/25102 by~
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prior arrangements have ~een mede, all HOLD specimens will be discarded ~f required strength is attained,