Riverside Church-LR02040484/'18/2882 13:43 9728788882
TI~INITY ENGINEEI~INO/KLEINFELDB~
TRTNTT¥ ENGR-DALLAS
2211 Century Center Bird,
Suite 101
Report No.:
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTNI C109
Last Reissued on:
PAGE
23
02/03
Report Date: 474/02
Report To: Greg McGahey
Riverside Church of Christ
150 E. Beltline Road
Coppell, TX 75019
Supplier: On-site Batch
Mix No.: n/a
Design Strength; 1800 psi
Date Sampled:
Source Ct Sample:
Mix Data
28 days
Sample Data
3~27~02 Date Received: 3/28/02
East tide of building - 50' North & 25' from elevated port,on of the
roof
Contractor:
TruckJTickat:
Sampled By: H, Crayton
Submitted By: H. Crayton
curing Method: Cute i~oo~rl
Specimen Prep: Unbonded
Weather:
Fleld Cure Tamp (°F) HI;
Field Cure Time: 24±4 hrs,
Sample Date
Number Teated
200876 A 4~3~02
B 4/3/02
200876
Lo:
Age
(days)
Wind (MPH)
Eh (%):
Project No.:
Project:
10645 Raf. No.: 302526
Riverside Church of Christ
Coppell, Texas
Phaee; N/A
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Factor (sk/cy):
Max. 81ze Acc.(in.):
Admixtures:
Observed by Kleinfelder
Measured Specified
J Dimensions Area I /
Wd, Ht. Lan, (In')/ Strength (psi)
. 2 x 2 x 2 ~ 4 .... 1880
2 X 2 X 2 j : 1800
7300 1830
Slump(in.):
,Slump w/plasticizer(In,):
Air Temperature (°F): 65
Mix Temperature (°F): 80
Air Cuntent (%):
Unit Weight (pCf):
Batch SIze (cy):
Water Added (gal.)
Time Batched:
Time Sampled; Time In Truck:
Ultimate Load ! Compressive Required
(lbs.) Strength (psi)
7500
7200
200876
200876
200876
C
4t3102
D 4/24/02
E 4/24/02
7 2 x 2 x 2
28 2 x 2 x 2
28 2 x 2 x 2
· '28 '
200876 F 4/24/02 2 x z x 2 ~-~
I ~ Reviewed on 414102
/ -
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 Mil:etL P.E. Millett Engineering Group
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prior arrangements have been made, all HOLD specimerts will be disCarded if required strength ia attained.
84/18/2882 13:43 9728708882
ATRINITY ENGINEERING/KLHNFELDER
TRINITY ENGR-DALLAS
2211 Century Center Blvd,
Suite 101
Report NO,; 23
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Last Reissued on:
PAGE
83/83
Report Date: 4/4/02
Report To; Greg McGahey
Riverside Church of Christ
150 E Beltline Road
Coppeil, TX 75019
Supplier: On-site Batch
Mix No.; n/a
Design Strength: 1800 psi
Date Sampled:
Source of Sample:
Mix Data
28 days
Sample Data
3t27/02 Date Received: 3/28/02
East side of building - 50' North & 25' from elevated portion of the
root
Contractor:
Truck/Ticket:
Sampled lily: H, Crayton
Submitted By: H. Crayton
Curing Method; Cure Room
:~peclmen Prep: Unbonded
Field Cu~ Tamp (°F} Hi: Lo:
Field Cu~e Trina: 24+4 hrs.
Weather:
Wind (MPH)
Rh
Project No.:
Project:
10645 Ret No,: 302526
Riverside Church of Christ
Coppeli, Texas
Pha~e; N/A
Permit No.;
Reported to Kleinfelder
cement Type:
Cement Factor (sldcy):
Max. Size Aggo(In.):
Admixtures:
Observed by Kleinfelder
Measured Specified
Slump(in,):
Slump w/plasticizer(in.):
Air Temperature (OF): 6,~
Mix Temperature (°F): 60
Air Content
Unit Weight (pcf}:
Batch Size (~y):
Water Added (gal.)
Time Botched:
Time Sampled:
Laborat0~Data,:' ~l
Average 7 Day Strength (psi): 1840
Time in Truck:
All fractures were conical in nature unless noted otherwi§e.
Remarks:
David Turner K.B. Alexander - fax
Larry Davis City af Coppell - fax
Lee Stone City Df Coppell - fax
Bob Bandy V. Aubrey HaJlum Architects
John Millett, P.E. Millett Engineering Group
Reviewed on 4/4/02
Wm. Duane Harrell, P.E.
Senior Consultant
Untess prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained,