Riverside Church-LR020307 TRINITY ENGR-DALLAS
2211 Century Center Blvd,
Suite 101
Report No.: 10
PAGE
82
MQRT~ CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Re kaet Rotssued on:
R~ortTo:/ Grog McGahey /x Project No.: 10645 Ref. No.: 202028
[ Rlver~ideChurch of C~r4s't
Project: Riverside Church of Christ
~ Coppell, Texas
CoppelI, TX 75019
Mix Data
Supplier: On-site Batch
Mix NO.; --
{3e~ign Strength: 3500 psi ~ 26 days
Sample Data
Date Sampled: 2/11/02
Source of Sample: North well
Cate Received:
Truck/Ticket;
Sampled By: M, E$calante
Submitted By: M Escalante
Curing Method: Cure Room
Specimen Prep: Unbonded Weather:
Field Cure Tamp {°F) HI: Lo: Wind (MPH)
Field Cure Time: 24±4 hrs. Rh (%):
Sample ' Date I Age I Dimeneione
Number ~ Tested (days) ~ Wd. Ht.
200291 A 2/18/02 7 ~ x 2 x
200291 2/18/02 7 , 2 x 2 x
200291 C ~ 2/18/02 2 x 2 x
200291 O i 3/11/02 2 x 2 x
200291 E i 3/11/02 2 x 2 x
200291 F I 3/11/02 i 28' 2 x 2 x
All fractures were conical in nature unles%n ted
David Turner K.B Alexander -
Larry Davis City of Coppell - f~x
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
John Millett, P.E. Millett Engineering Group
Measured Specified
46 ....
44 ....
n/a
Laboratory Data
i Area
2
Time In Truck: 1: 0
Phase; N/A
Permit NO.;
Reported to Kleinfelder
Cement Type:
Cement Factor ($k/¢y):
Max. Size Agg.(in.):
Admixtures:
Observed by Kleinfelder
Slump(in.):
Slump w/plasticizer(in.);
Air Temperature
Mix Temperature (°F):
Air Content {%):
Unit Weight (pct');
Batch Size (cy):
Water Added (gel.)
Time Botched: 09:00
Time Sampled: 10:00
Ultimata Load (ib~.)
3900
4200
Compressive Required
Strength {psi) Strength (psi)
980
1050
4100 ' 1030
?oo ! 2o --2
z6oo !
-~. Duane Harrefl, P E
Senior Consultant
otherwi{e.
Rewewed or~ 3112102 by:
Unless prior arrangements have been made. all HOLD specimens will be discarded if required strength is attained.
TRINITY [NGINEERING/KLtlNFL ~ ~R
TRINITY ENGR-DALLAS
2211 Century Center BIvd,
Suite 101
Repo~ No.: 10
PAGE
MORTAR CUBE COMPRESSIVE STRENGTH P. EPORT ASTM C109
Report Date; 3/12/02
Report To: Grog McGahey
Riverside Church of Christ
15o E. BeltJine Road
Coppetl, TX 75019
Supplier: On-site Batch
Mix No.: --
Design Strength: 3500 psi
Date Sampled: 2/11/02
,Source of Sample: North wall
TruePJ'ricket:
Sampled By: M. Escalante
Submitted By: M, Escalante
Curing Method: Oure Room
Specimen Prel3: Unbonded
Last Reissued on:
days
Date Received:
Project No.: 10645 Ret. No.: 202028
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit No.:
IV[ix Data Reported tO Kleinfelder
Cement Type:
Cement Factor (skJcy):
Max. Size Agg.(in.);
Admixtures:
Sample Data Observed by Kleinfelder
Measured
Slump(in~):
Slump w/plasticizer(In.): --
Air Temperature (°F): 46
Mix Temperature CF): 44
Air Content (%); n/a
Unit Weight (pet); --
Batch Size (¢y);
Water Added (gel,)
Time Batched: 09:00
Time Sampled: 10:00 Time in Truck:
Laboratory Data : i: '
L
Weather:
Field Cure Temp (°F) Hi: Lo: Wind (MPH)
Field Cure Time: 24:1;4 hrs. eh (%):
i 28 day strength failed to meet desl§n specifications, ', Average 28 Day Strength (psi):
~pecifleU
1:0
All fractures were conical in nature unless noted otherwi~,e.
Remarks:
CC;
David Turner K.B. ^lexander - 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 3112/02 by:
Wm. Duane HarrelL P.E.
Senior Consultant
Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained.
03/14/2002 08:58 9728700802
IRINITY ~NCINEERINC/KLEINF~ER
TRINITY ENGR DALLAS
2211 Century Center Blvd,
Suite 101
Repo~No.: 22
PAGE 84
MORTAR CUBE COMPRI~SSIVE STRENGTH REPORT ASTM C109
Report Data: 3/12/02
Report To: Grog McGahey
Riverside Church of Christ
150 E. Beltlina Road
CoppelI, TX 75019
Supplier; Azteca
Mix No.: A29772
Design Strength: 3000 p~i ~
Bate Sampled: 2/8/02
Source of Sample:
Contractor:
Truck/Ticket;
Sampled Dy: M. Escalante
~ubmltted By: M, Escalante
Curing Method; Curs Room
Specimen Prep: Unbonded
Field Cure Tamp (°F) HI: Lo:
Field Cure Time: 24+4 hrs.
28 days
Mix Data
Sample Data
Project No.:
Projeot: Riverside Church of Christ
Coppell, Texas
Phase; N/A
Permit No.:
Reported to Kleinfetder
Cement Type:
Cemen! Factor (sk/cy):
Max. Size Agg.(in.):
Observed by Kleinfelder
10645 Ret. No.:202029
Date Received: Measured Specified
Slump(In.): n/a ....
Slump wlplastlclzer(tn,}:
Air Temperature (°F): 39 ....
MIX Temperature (OF); 40
Air Content (%):
Unit Weight (pcf~:
Batch Size {cy):
Weather: Water Added (gal.)
Wind (MPH) Time Botched: 09:00
Rh (%): Time Sampled: 09;30 Time in Truck: 0:30
Laboratory Data I I I I r :: '
Sample Date Age Oimensions Area Ultimate Load Compressive Required
Number Tested (days) Wd. Ht. Lan. (in~) (lbo.) Strength (psi) Strength (psi)
2002~0 Ai 2/15/02 7 2 x 2 x 2 '4 4300 1080
- 200290 B! 2/15/02 7 2'" x 2 x Z I 4 4800 1200
200290 2/15/02 7 2 x 2 x 2 4 4600 1150
200290 3/8/02 28 2 x 2 x 2 4 7500 1880'
200290 E ! 3/8/02 28 2 x ~ x 2 4 7500 1880
2002~0 F I 3/8/02 28' 2 x 2 x ~" 4 8600 ........ 2150
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 Millett, P.E, MIIlett Engineering Group
Reviewed on 3/t2/02 by:
Wm Duane Harm,, P.E.
Senior Consultant
Un[ess prior arrangements have been made, ail HOLD specimens will be discarded if required strength Is attained.
~3/14/2002 08:58 9728700802
[RINITY ~NGIN[ERING/K[EIN}
TRINITY ENGR-DALLAS
2211 Century Center Blvd,
Suite 101
Report No,: 22
PAGE
05
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 3/12/02
Report Tot Greg McGahey
Riverside Church of Christ
150 E Beltline Road
CoppeJl, TX 75019
Supplier; /~z. tec~l
Mix No.: A29772
Design Strength; 3000 psi ~
Date Sampled: 2/5/02
Source Of Sample:
days
Last Reissued on:
Date Received:
~ampled By: M. Escalante
,~ubmltted By: M. Escalante
Field Cure Tamp (°F) HI: LO: Wind (MPH)
Field Cure Time: 24+4 hrs. Rh (%);
Mix Data
Sample Data
Laboratory Data
; 28 clay strength felled to meat de~lgn specifications. ; Average 28 Day Strength (psi):
Project No: 10645 Ref, No.: 202029
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Pan'nit No,;
Reported to Kleinfe[der
Cement Type:
Cement Factor
Max. Size
Admixtures:
Observed by Kleinfetder
Measured
Slump(in,): R/a
8lump w/plasticizer(irt.);
Air Temperature (°F): 39
Mix Temperature (cF): 40
Air Content (%): ..
Unit Weight (pcf):
Ba~h Size (cy):
Water Added (gal,)
Time Batclled: 09;00
Time Sampled: 09:30 Time In Truck;
1970
Specified
0:30
All fractures were conical in nature unless noted otherwi§e.
Remarks:
CC:
David Turner K.B. Alexander - fax
Larry Davfs City of Coppell - fax
Lee Stone City of CoDl3efl - fax
Bob Bandy V, Aubrey Helium Architects
John M{llett, P,E. Millett EngJneenn§ Group
Reviewed on 3112/02 by:
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prior arrangemen~ have Dean made, all HOLD specimens will be discarded if required strength Is attained,