Riverside Church-LR020221 0~/2~/200~ i6:~ 972870080~
' TRINITY ~NGINEERING/[I~INFELDER
TRINITY ENGR-DALLAS
2211 Century Center Blvd,
Suite 101
Report No.: 13
PAGE 02
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
R~rt TO: Greg McGahey "'%,~ Project No.: 10645 Ref. No.: 202121
~. Riverside Church of Christ
~~. Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Coppell, TX 75019 pa,'mtt No.:
MIx Data Reported to Kleinfelder
Supplier: On-site Batch Cemellt Type:
Mix No.: ~/a Max. Sige
Design Strength: 1800 psi ~ 28 days Admixtures:
Sample Data Observed 13y Kleinfeider
Date Sampled: 2/14/02 Date Received: Measured
Sour(;e of 8ampte; North wail Slump(In.): n/a
contractor: Air Temperature (~F): 52
Sampled ay: M. Escalante Air Conteflt (%): --
Submitted By: M. Escalante unit Weight (prf): --
Specimen Prep: Unbonded Weather: Water Added (gal.}
F~erd Cure Tamp (~g) Hi; Lo: Wind (MPH) Time Batchad: 13:30
Field Cure Time: 24±4 hrs. Rh (%): Time Sampled; 14:00 Time In Truck:
Last Reissued on:
Specified
o: 30
Sample I Date I Age ' Dimensions Ama UIUmate Load ' Compress:Ye : Required
Number Tested ~days) Wd. Hi. Lan. lin~) (lbs.) Strength (psi) Strength (psi)
2~0340 A 2/21/02 7 ~ x 2 x 2: 4 6200 .. / 1550"
2003~,0 B 2/21/02. 7 2 x 2 x 2 4 6400
200340 C 2/21/02 7~,~ 2 x :~ x 2 4 6300
I 200340 D 3/14/02 28 2 x 2 x 2 4
200340 E 3/14/02 28' 2 X 2 x 2 4"
All fractures were conical in nature unless noted otherwise,
Remarks:
CC:
David Turner K.B Alexander - fax
Larry Davis Cfty of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V, Aubrey Hallum Architects
John Millett, PE. Millett Engineering Group
Reviewed on 2/2tl02 by:
Wm. Duane Harrell, P.E,
Senior Consultant
prior ar~sngement~ have been made, ell HOLD spec4mens wilt be discarded If required strength Is attained,
02/22/28~2 1~:21 ~728700802
' TglNITY ENC, INEEI~ING/KLEINI:ELD[I1
TRINITY KNGR-DALL~
2211 Century Center Blvd.
Suite 101
Report No.: 13
PAGE 03
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 2/21/02
Report To: Greg UcGahey
Riverside Church of Christ
150 E Beltline Road
Coppell, TX 75019
Supplier: On-site Batch
Mix NO.: ~/a
Design Strength: 1800 psi
Date Sampled: 2/14/02
Source of Sample: North well
Co~tractor:
Truck/Ticket:
Sampled By: M. Escatante
Submitted By: M. Escalante
Curing Method: Cure Room
Specimen Prep: Unbonded
Field Cure Tamp (°F) Hi; Lo:
Field Cure Time: 24±4 hrs.
ProJect No.: 10645 Ref. No.:202121
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit No.:
Mix Data Reported to Kleinfelder
Cement Type:
Cement Factor (sklcy):
Max. Size Agg.(In.):
Admixtures:
Sample Data Observed by Kleinfelder
Date Received: Measured Specified
Slump(in.): n/a ....
Slump w/plasticizer(In.): ......
Air Temperature (°F): 52
Mix Temperature (oF): 54 ....
Air Conte~t (%); ......
Unit Weight (pct,:
Batch Size (cy):
Weather: Water Added (gal.)
Wind (MPH) Time aatchad: 13130
Rh (%): Time Sampled: 14:00 Time in Truck: 0:
Laboratory Data ....
Average 7 Day Strength (psi): 1580
All fractures were conical in nature unless noted otherwise.
Remarka:
David Turner K.B, Alexander - fax
Larry Davis City of Coppe[i - fax
Lee Stone City of CoppeJl - fax
Bob Bandy V. Aubrey Hallum Architects
John Mil/alt, P.E. Millett Engineering Group
Reviewed on 2/21102 by:
Wm. Duane Harrell, P.E.
Senior Consultant
Untes$ prior arrangements have been made, all HOLD sp~clmen~ will be dlscaccled ir required strength is attained
02/22/2002 16:21 9728700802
TRINITY ENGINI!ERINC/KLEINFI:LDER
TRINITY ENGR-DALLAS
2211 Century Center Blvd,
Suite 101
Report No.:
PAGE 04
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 2/21102
Report To: Grog 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:
Cate Sampled; 2/12/02 Cate Received:
Source of Sample:
Contractor:
Truck/Ticket:
Sampled I~y: T. Risen
Submitted By: T, Risen
Curing Method: Cure Room
Specimen Prept Unbonded Weather:
Field Cure Tamp ("F) HI: Lo: Wind (MPH)
Field Cum Time: 24~4 hrs. Rh
Mix Data
Sareple Data
Project No.: 10645 Ref, No,: 202103
Project: Riverside Church of Christ
Ceppell, Texas
Phase: N/A
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Factor (skJcy);
Max, Size Agg.(in,);
Admixtures;
Observed by Kleinfelder
Measured
Slump(in.):
eluml3 w/plasticizer(in.): ..
Air Temperature (~F): 70
Mix Temperature (6F): 55
Air Content (%): ....
Unit Weight (pcf): ....
Batch Size (cy): I
Water Added (gal,) 0
Time Berthed: 11:20
Time Sampled: 11:2,5 Time in Truck: 0:5
· : '' i: LaborstoryData'%:,i i'~:i; ; ~
Sample [ Date Age Dimensions' Area Ultimate Load Comp~,esalve Required
Number [ Tested (daye) Wd, Hr. Lan. (in') (lbs,) Strength (psi) Strength (psi)
..... 200308 A I 2/~i''9/02 7 2 x 2 x 2 4 5200 1300
300308 B.I 2/19/02 7 ~ x z x 2 4 6300 1-58(~' I ' '
- 200308 C 2/19/02 7 2 x 2 ;~ 2 4 (~400 18~0
-'200308 ' D 3)1'~/02 28 2 x ~ x = 4 1800
- 200308 E, 3/12/02 ~8 ~ x' 2 x " 2 4 1'800
200308 F 3/12/02' 28 2 x 2 x 2 4" ~ '1800
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. Aubrey Helium Architects
John Millett, P.E, Millett Engineering Group
Reviewed on 2/21102 by:
Wm. Duane Harrell, P,E.
Senior Consultant
~Jnless pdot arrangements have been made, ell HOLD specimens will N discarded if required strength is attained.
TRINITY ~NGR-DALLAS
Suite 101
Repo~ NO,: 17
PAGE 05
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Repo~ Date: 2/21;02
Report TO; (~reg McGahey
Riverside Church of Christ
150 E, Beltline Road
Coppell, TX 75019
Supplier:
Mix No.: __
Design Strength: 1800
Last Reissued on:
Data Sampled: 2/12/02 Date Received:
Source of Sample:
Contractor:
Truck/Ticket:
Sampled By: T. Risen
Submitted By: T. Risen
Curing Method: Cure Room
Specimen Prep: Unbonded
Weather:
F{eld Cum Tamp (°F) HI: Lo: Wind (MPH)
Field C~re Time: 24+4 hfs Rh (%):
Mix Data
Sample Data
Project No,: 10645 Ref No.: 202103
Project: Riverside Church of Christ
Coppetl, Texas
Phase; N/A
Permit NO.:
Reported to Kleinfelder
Cement Type:
Cement Factor (sk/cy):
Max. Size Agg.(In,):
Admixtures:
Observed by KJeinfelder
Measured
Slump(in.):
Slump w/plaeticizer(In.): --
Air Temperature (°F): 70
Mix Temperature (°F): 55
Air Content (%): --
Unit Weight (pcf): --
Batch 81ze (cy): 1
Water Added (gal.) 0
Time Batchad: 11:20
Time Sampled; 11:25 Time in Truck:
Specified
Average 7 Day Strength (psi): 1490
0:5
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. Aubrey Hatlum Architects
John Millett, P.E, Millett Engineering Group
Reviewed on 2121/02 by:
Wm. Duane Harrell, P.E,
Senior Consultant
Unless pdor arrangements have been made, all HOLD specimens wtlt be dlacardod if required Mmn~h is attained.