Riverside Church-LR020424TRINITY ENGINEI:RING/KLEINFELDER Report Ho.: 21
2211 Century Center Blvd,
~,, ..,,I,!,,'*' ,,,,,~ ,,,,,~,,,; Su ire 101
A
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 4124t2002
Report To: Grog McGa~ey
F~Jverside Church of Christ
150 E. Beltline Road
CoppeN, TX 75019
Supplier: On-site Batc~
Mix Nc,.:
Design Strength: 1800 psi
28 days
Date Sampled: 3/22/2002 Date Received:
Source of Sample: East side of ~uiiciing o 15' up South end of bricking
Contractor:
Truck/Ticket:
Sampled By: S. Wilson
Submffted By: S. Wilson
Curing Method; CUFe Room
Specimen Prep: Unbonded
Field Cure Tamp (°F) Hi: Lo:
Field Cure Time: 24_+4 hrs.
Weather:
Wind (MPH)
Rh (%):
Mix Data
Sample Data
Project NO.;
Project: Riverside Church of Christ
CoppeJL Texas
Phase: N/A
Permit No.:
Reported to KleJnfelder
Cement Type:
Cement Factor ($1dcy):
Max. Size Agg.(in.l:
Admixtures:
Observed by Kleinfetder
1064~ ReLNo,;302450
Measured SpeclRed
Slump(In.): n/a ....
Slump w/plasticizer(in.):
Air Temperature (°F]: 48
MIx Temperature (~F): 52 ....
Air Content (%}: n/a - --
unit Weight (pcf):
8arch Size (cy):
Water Added (gal.)
Time Berthed: 10:25
Time Sampled: 10:30 Time in Truck: 0; 5
Sample I Date A'g~I Direst;si'eno Area Ultimate Load ' ' '(~'ompreaalve Required
Number i Tested (days) ~ Wd. Hr. Lan. (in=} (lbs.) Strength (psi) Strength (psi)
200838 /~'~" 3/29/200 7 ~ 2 x 2 X ~ I 4 7100 1780
"~d0838 B 3/291200 '7' I 2 X 2 x 2 4 6900 I 'i730
200838 C 3t2~/200 7 ~I' I X 2 x 2 4 ................. 7400 .r
200838 D 4/19/200 28 ~ x ~ ' x 2 4 9900 I 1850
248O 1800
· 200838 E 4/19/200 '28 ~ 2 x ..... ;~ x 2 4 8800 220"~ 1800
200838 F 4/191200;~ 28 i 2 x 2 x 2 4 ....... 10200 2550 i'800
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, AubFey Helium Architects
John Mil[err, P,E, Millett Engineering Group
Reviewed on 4124/2002 by.'
Wm. Ouane Harrell, P.E.
Senior Consultant
Unless pr[or arrangements have bee~ mace, all HOLD specimens will be discarded if required strength Je attained.
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TRINITY ENGINEERING/KIEiNFELDER reper~ No,: Pl
2211 Century Center Btvd,
Suite 101
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 412412002
Repert To: Greg McGahey
Riverside Church of Cnnst
150 5. Belt~ine Road
Coppell, TX 75019
Supplier; OR-site Batch
Mix No.: n/a
Design Strength: 1800 psi
28 days
Dare Sampled: 3/22/2002 Date RecelveO:
Source of Sample: East side of building - 15' up South end of bricking
Mix Data
Sample Data
Contractor:
Truck/Ticket:
Sampled By; ~. W[lsor~
Submitted By: S. Wi[soD
Curing Method: Cure Room
Specimen Prep: Unbonded
Field Cure Tamp (°F) Hi: Lo:
Fleld Cure Time: 242:4 hfs.
Weather:
Wind {MPH)
Rh (%):
Laboratory Data
Average 28
Project No,:
Project; Riverside Church of Christ
Coppell. Texas
Phase: N/A
Permit No.:
Reported to Kieinfelder
Cement Type;
Cement Factor
Max. Size
Admixtures:
Observed by Kle[nfelder
Slump(in.):
SlumD w/plasticizer(in.):
Air Temperature (°F):
Mix Temperature ("F):
Air Content {%):
Unit Weight {pct'):
Batch Size
Water Added (gal.)
Time Batched; 10:25
Time Sampled: 1
Day Strength (psi):
10645 Ref. No.: 302450
Specified
Measurec~
n/a
52
n/a
Time in Truck:
2410 J
O: 5
All fractures were conical in nature unless noted otherwise.
Remarks:
CC:
David Turner K,B. Alexander - fax
Larry Davis City of Coppeil - fax
Lee Stone City Df Cop0ell - fax
Bob Bandy V. Aubrey Helium Architects
John Millett, P.E. Millett Engineering Group
Reviewed on 4/2412002 by:
Wm. Duane HarreII, P.E.
Senior Consultant
Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained.
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