Riverside Church-LR020322T~INIIY ENGINEERING/KI_EINFE[D[R
TRINITY ENGR-DALLAS
2211 Century Center ~Ivd,
Suite 101
Report No.: 15
PAGE 06
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 31~2/02
Report To: Greg McGahey
Riverside Church of Christ
150 E, Beltline Road
Coppell, TX 75019
Supplier: n/a
Mix No.: --
Design :Strength: 1800 psi ~
28 days
Last Reissued on:
Date Sampled: 2/22/02 Date Received:
Source of Sample:
Truck/Ticket:
Sampled By: P. Wilson
Submitted By: P. Wilson
Curing Method; Cure Room
Specimen Prep: Unbonded Weather:
Field Cure Tamp (°F) Hi: Lo: Wind (MPH)
Field Cure Time: 24:~4 hrs. Rh (%);
Project No,: 10645 nsf, No.: 202335
Project; Riverside Churcrl of Christ
CoppelL Texas
Phase: N/A
Permit No.:
Mix Data Reported to KleinfeJder
Cement Type:
Cement Factor (skJcy):
Max. Size Agg.(In.):
Admixtures:
Sample Data Observed by Kleinfelder
Measured
Slump(In.): ..
Slump w/p~astfclzer(in.);
Air Temperature (°F): 50
MIx Tempera41Jrs
Air Conmnt (%):
Unit Weight (lag:f}:
Batch al~e (cy):
Water Added (gal.)
Time Berthed:
Time SampJed: T~me in Truck;
LaboratoryData, ii: :: : :: !i: : I ':'
Specified
Sample Date Age Dimensions Area Ultimate Load Compressive Required
Number Tested (days) Wd. Hr. Lan. (in') (lbs,) Strength (psi) Strength (psi)
200507 A 3/1/02 7 2 x 2 x 2 4 5300 1330
200507 B 3~'1/02 7 ; 2 x 2 ..x 2 4 6000 1500 ........
200507 C 3/1/02 7 2 x 2 x 2 4 5500 1380
200507 D 3/22/02' 28 2 x 2 x '2' 4 5600 1400 1800
200507 E 3/22/02 28 2 x 2 x 2 4 8800 1700 1800
200507 F 3/22/02 28 2 x 2 x 2 4 6200 1550 1800
All fractures were conical in nature unless noted otherwise.
Remarks:
CC:
David Turner K.B. Alexander-fax
Larry Davis City et Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V Aubrey Helium Architects
John Millett, P.E Millett Engineering Group
Reviewed on 3122102 by:
Wm. Duane Harrell, P.E.
Senior Consultant
Un,ess pnor arrangements have been made, all HOLD specimens will be discarded If required strength is attained.
~3728/~ 09:04 972870080~
TRINITY I~NGINEERING/KLEINFELD~R
TRiNiTY ENGR-D~LL~
2211 Century Center Blvd,
Suite 101
Repo~'t NO.: 15
PAGE 07
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date; 3/22/02
Report To; Greg McGahey
Riverside Church of Christ
150 F--. Beltline Road
Coppell, TX 75019
Supplier: n/a
Mix No.:
De. sign Strength:
Date Sampled: 2/22/02
Contractor:
Truck/Ticket:
Sampled By: P. Wilson
Submitled Dy: P. Wilson
Curing Method: Cure
~pecimen Prep: Unbonded
Last Reissued on:
28 days
Date Received:
Project No.: 10645 ReC. NO.: 202335
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit No:
Mix 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): 50
Mix Temperature (dF): 50
Air Content {%):
Unit Weight (pc/}: ..
Batch Size (cy):
Field Cure Tamp (°g) Hi: Lo:
Field Cure Time: 24Z4 hrs
', 28 day strenffth failed fo meef design specifications. '~ Average 28 Day Strength (psi):
Specified
Weather: Water Added (gal.)
Wind (MPH) Time Batahed:
Rh (%); Time Sampled: Time in Truck;
i' ; Laboratory Data ~ ' ~:'' '~ ::': '
All fractures were conical in nature unless noted otherwige.
Remarks:
David Turner K.B. Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
BoP Bandy V Aubray Helium Architects
John Millett, P.E Miltett Engineering Group
Reviewed on 3/22J02
Wm. Duane Harrell, P.E.
Senior Consultant
unless prier arrangements nave been made. all HOLD specimens will be discarded if required strength la attained,