Riverside Church-LR0204120~/17/2002 88:53 9728700802
TRINITY ENGINEERING/KLEINFE[DER
TRINITY ENGR-DALLAS
2211 Century Center R~vd,
Suite 101
Report No.:
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
PAGE
17
82/18
Report Date: 4112/02
RaportTo: Grog McGahey
Riverside Church of Christ
150 E Bettline Road
Ccppell, TX 75019
Supplier:
Mix No.;
Design Strength: 1800
psi ~ 28 days
Date ,Sampled: 3/14/02
Source Of Sample: East wall
I
I' 200789 C
Contractor:
Truck/Ticket:
Sampled By: M EscaJante
Submitted By: U. Escalante
Curing Method: Cure Room
Specimen Prep: Unbonded
Field Cure Tamp (~F) Hi: Lo:
Field Cure Time: 24+4 hrs.
' Sample
J Number
[ 200789 A 3/21/02
200789 B 3/21/02
["~00789 0
L200789 F
Last ReiSsued on:
Date Received;
Weather;
Wind (MPH)
Mix Data
Sample Data
10645 Ref, No.: 302
Riverside Church of Chr
Coppell, Texas
N/A
Permit
Cement
Cement Factor (sk/cy);
Max. Size Agg,fln.):
Admixtures:
ObServed by Kleinfelder
Slump(In.): n/a
Stump w/plasticizer(in.):
Air Temperature (°F): 65
Mix Temperature ("F): 60
Air Content (%): __
Unit Weight (pcCJ: __
Batch Size (cy):
Water Added (gal.)
TImeBatched: 10:30
Tasted
3/21/02
4/11/02
4/11/02
4/11/02
Specified
Age Dimensions
Hi,
'~ x
~ ;~ 2 x
i 7 2 X 2 X
28 2 x 2 x
t 28 2 x 2 x
28 i 2 x 2 x
Rh (%): TIme Sampled; 10:35 Time in Truck: 0:5
"' Laboratory Data , .~ · ......
Area I Ultimate Load t Compressive
Lan. (itl~) (lbs.) Strength (psi)
2 -1' 6600 1650
2 4 7400
2
4
2 10600
2
1850
6300 1580
9400 t 2350
265O
9300 ] 2330
1800
18oo
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 Coppeil - fax
Bob Bandy V, Aubrey Ha/lure Architects
John Millett, P.E. Millett Engineering Group
Reviewed
4/12102 by:
Wm. Duane HarreJl, P.E_
Senior Consultant
Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength Is attained,
84/17/2882 88.' 53 9728788882
ATI~JNITY ENGIN~EI~ING/KL~IN FELDER
I'RIHT¥¥ ~'H~R-DALL~S
2211 Century Center Bird.
Suite 101
Report No..*
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTN! C109
PAGE
17
83/18
Report Date: 4/12/02
ReponTo: Grog McGahey
Riverside Church of Christ
150 E. Beltline Road
Coppell, TX 75019
Supplier; n,/a
Mix No,: ..
Design Strength: 1800
Last Reissued on:
Date Sampled: 3/14/02 Date Received:
Source of Sample; East wall
Contractor:
Truck/Ticket:
Sampled By: M. Escalante
~ubmltted By: M, Escalante
Curing Method: Cure Room
Specimen Prep: Unbonded Weather:
Field Cure Tamp (°F) Hi; Lo: Wind (MPH)
Field Cure Trine' 24±4 hrs_ Rh (%):
Project No,:
Project; Riverside Church of Christ
Coppelt, Texas
Phase: N/A
Permit Ne,:
MIx Data Reported to Kfeinfelder
Cement Type:
Cement Factor
Max. Sl~e Agg,(in.):
Admixtures:
Sample Data Observed by KleinfeJcter
Measured
Slump(in.): n/a
Slump w/plasticizer(in,):
Air Temperature (OF): 65
Mix Temperature (*F):
Air Content (%):
Unit Weight {pcf): __
Batch Size (Cy);
Water Added (gal,)
Time Berthed: '~ 0:30
Time Sampled: 10:35 Time in Truck:
Laborat?ryData :: 'h'i!iiilI !, : i
Average 28 Day Strength {psi):
10645 Ret. No.: 302357
Specified
0:5
All fractures were conical in nature unless noted otherwise.
Remarks:
CC:
David Turner K.0. 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 Engineering Group
Reviewed on 4112/02 by:
Wm. Duane Harrei[, P.E,
Senior Consultant
Unless Drier arrangements have been made, all HOLD specimens will be diseased if required strength Is attained.