Riverside Church-LR020402 84/84/2882 88:36 9728788802
,~ TRINITY ENCINEEI~ING/KI. EtNFLLDER
TRINITY ENGR-DALLAS
2211 Century Center Bird,
Suite 101
Report No.: 28
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Laet Rei.=,~ued on:
PAGE
02/83
Repojj~r e: Grog McGahey
~Riverside Church of Chrjjlt
_50 E. Beltline
Supplier: On-site Batch
MIx No.: ~/a
Design Strength: 1800 psi
ProJect No.:
Project:
Permit No.:
Reported to Kleinfelder
L Cement Type:
q Cement Factor ($k/oy):
~ Max. SIze Agg,(in.);
28 days Admixtures:
Sample Data Observed by Klefnfelder
Date Sampled: 3/28/02 Date Received: 3/27/02 Measured Specified
Source of Sample: East side of building - top flight Slump(in.):
· Slump w/plasticizer(In.}:
Contractor: Air Temperature (°F): 52
Truck/Ticket: Mix TemperatUre (DF}: 65
Sampled ay: S. Wilson Air Content (%);
Submitted Ely; S. WilsOn U~tt Weight (p~-f):
Curing Method: Cure Room Batoh Size (cy):
Specimen Prep; Unbonded Weather: Water Added (gal.)
Field Cure Tamp ("F) HI: Lo: Wind (MPH} Time Batched: 10~05
Field Cure Time: 24+4 hrs. Rh (%): Time Sampled: 10:05 Time In Truck: 0:0
10845 Ref. No.: 302525
Riverside Church of Christ
Coppell, Texas
, ,, , LaboratoryDa~ , +,. ; :,;: .............
Sample Dste Age Dlmenel°nS I Area Ultimate Load Compressive Requlre'~'
Number Tested (days) Wd Hr. Leo. ' (In') (lbs.) trength (psi) Strength (psi)
200875 A 4/2/02 7 2 x 2 x 2 , 4 6200 1300 ..... !
200875 B 4/2/02 7 2' x 2 x 2 4 8400 1600 J
2008~'~ CI 4/2/02- 7 2 x 2 '×' '2 ..... 4 6100 1530
200875 Di 4/23/02 !28,i'z x 2 x 2 4 ' .... 8oo
"~00875 E 4/23/02 28 2 x 2 x 2 4 ~ ...... 1800
[ 200~7,5, F~ 4/2~0~ ~8. I 2 X ~ X 2 t 4I . I ~ 80d
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 Engineer/ng Group
Wm. Duane Harrell, P.E,
Senior Consultant
Unless prior arrangemerlts have been made, all HOLD specimens will be discarded if required strength is attained.
E~4/04/2082 ~8:36 9728709802
TI~INIT¥ ENGINEERING/KLEI~FELDER
TRINITY ENGR-DALLAS
2211 Century Center Bird,
Suite 101
Repo~ No,:
PAGE
28
83/'83
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Repo~ Date: 4/2/02
Report To: Greg McGahey
Riverside Church of Christ
150 E. Beltline Road
CoppelI, TX 75019
~upplier: On-site Batch
Mix No.: n/a
Design Strength: 1800 psi
days
Date Sampled:
8ource of Sample:
3~26~02
East side of building - top flight
Last Reissued on:
Mix Data
Sample Data
Date Received: 3/27/02
TruckJTicket;
Sampled By: S, Wilson
Submitted By: ,~. WiJson
Curing Method: Cure Room
Specimen Prep: Unbonded Weather:
Field Curs Tamp (°F) HI: Lo: Wind (MPH)
Field Cure Time; 24+4 hrs. Rh l%):
Projeot No.:
Proje(;t:
10645 Ref. No.: 302525
Riverside Church of Christ
Coppell, Texas
Measured Specified
Phase: N/A
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Factor (sk/cy):
Max. Size
Admixtures:
Observed by Kleinfe'lder
Slump(in.):
Slump wlplasti¢izer(In.):
Air Temperature
Mix Temperature (°F): 65
Air Content (%):
Unit Weight
Batch Size (cy):
Water Added (gal.)
Time l~atched: I0;05
Time Sampled: 10:05 Time In Truck:
Laboratory Data~ ', ' ''
Average 7 Day Strength (psi): 1490
0:0
All fractures were conical in nature unless noted otherwise.
Remarks:
Reviewed on 412/02 by; ~[- ' ~~
CC:
David Turner K.B. Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppet[- fax
Bob Bandy V, Aubrey Helium Architects
John Millet't, P,E, Millett Engineering Group
Win, Duane Harrell, PE
Senior Consultant
Unless prior arrangements have been made, all HOLD specimens will be discarded if required streng[fl is attained.