Riverside Church-LR020411 04/17/2802 88:53 9728700882
TRINITY ENG~N EI:RING/I(/E~NH~LOi~R
TRINITY ENGR-DALLAS
22tl Century Center Bird,
Suite 101
Report NO,:
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
PAGE
11
8~/10
Repo~ Date; 4/11/02
Report To: Gre§ McGahey
Riverside Church of Christ
150 E 8eltline Road
CoppeJI, TX 75019
Supplier: On-site Batch
Mix No,:
Design Strength: 1800 psi
Date Sampled:
Source of Sample:
Mix Data
28 days
Sample Data
:3/11/02 Date Received: 3/12/02
Line 1~6 to line G ? 54 rolls Of Bricks up from slab
Weather:
Lo: Wind (MPH)
Eh
Hi. Lan,
20o721 At 4/8/02
200721 C T- 4~8~02
Contractor:
Truck/Ticket:
Sampled By:
Submitted By:
Curing Method;
Specimen Prep:
Field Cure Tamp CF) Hi:
F'teld Cure Time: 24±4 hfs.
8ample Date
Number Tested
Area I 'Ultimate Load
(lbs.)
4 I 8800
Project No.: 10645 Ret. No.:302294
Project: Riverside Church of Christ
CoppeJl. Texas
Pha.~e:
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Factor
MaX. Size Agg.(in,):
Ad~llixtures:
Observed by Kleinfelder
Measured Speolfied
Slump(in.):
Slump w/plasticizer(in.):
Air Temperature (°F):
MIx Temperature
Air Co,tent (%):
Unit Weight (pcf):
Batch Size (cy}:
Water Added (gaL)
Time Belched:
Time Sampled: T/me tn Truck:
Compreg~ive Required
8trength (psi) Strength
2080 1800
2130 1800
2150 1800
Average 28 Day Strength (pal): I 2t20
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 t~andy V. Aubrey Helium Arcl~itects
John Millet't, P.E. Millett Engineering Group
Reviewed on 4/11t02 by:
Wm. Duane Harrell, P.E,
Senior Consultant
Unless prior arrangements have been made, all HOLD specimens will be drscardad if required strength is attained.
04/17/2802 08:53 9728708882
T~INITY [~61NE~ING/KI~INFELI)fR
TRINITY ENGR-DALLAS
2211 Century Center Blvd,
Suite 101
Report
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
PAGE 05/18
Report Date; 4/11/02
Report To: Greg McGahey
Riverside Church of Christ
150 E. Beltline Road
Coppell, TX 75019
Project No.:
Project:
Coppell. Texas
Phase: N/A
Permit No.:
Last Reissued On:
Mix Data
10645 RaT. No.:302356
Riverside Church of Christ
Reported to Kleinfelder
Supplier: n/a
Cement Type:
Mix No: __ Cement Factor (si'Joy):
Max. Size Agg.(in.):
Design Strength; 1800 psi ~ 28 days Admlxturee:
sample Data Observed by Kleinfelder
Date Sampled: 3/13/02 Date Received:
Source of .Sample: East wall Measured Specified
Slump(in.): n/a ....
Contractor: Slump w/plaeticizer(In.): ..
Truck/Ticket; Air Temperature (°F): 58
Mix Temperature ('F): 56 ....
Sampled By: M. Escalante Air Content (%):
Submitted By: M. Escalante Unit Weight (pcf):
Curing Method: Cure Room Batch Size (cy):
Specimen Prep: Unbonded Weather: Water Added (gal.)
Fl®td Cure Tamp (*F) Hi: Lo: Wind (MPH) Time Botched: 10;30
Fleld Cure Time: 24±4 hrs, Rh (%): Time Sampled: 10:35 Time In Truck:
' ' · ~' ;' " , 0:5
'" "' i.'i:,, :::' , Laborator~;D~'ta:.: ,, ', :.,
Sample 'Date Age Dimensions Ama Ultimate Load ,I Compressive Required
___Number , Tested (days) Wd. Hi. Lan. (ina) (11~.) l Strength (p~l) Strength (psi)
~-0~ A- 3/20/02 7 2 x 2 x 2 ~ 4500 1130
200788 ~ 3/20/0~ 7 2 x ~ x 2 4 5400 1350 T
200788 3/'20/02 7 2 X 2 x 2 4 4800 1~0~
200788 'D 4/10/02 "28 2 'X 2 x =" 4 7300 1~30 1800
,200788 "b 4/10/02 ..... 28 2 x 2 X 2 4 8000 "2000 ~ 1800
Ail fractures were conical in nature unless noted otherwise,
Remarks;
CC:
David Turner K J3. Alexander - fax
Larry Davis City of Coppe~l - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
John Millett, P,E. Millett Engineering Group
Reviewed on 411 ti02 by:
Wm. Duane Harrell, P,E
Senior Consultant
Unless prior arrangements have bee~ made, ail HOLD specimens will be discarded tf required strength ia attained.
TRINITY ENGR-DALLAS
22t 1 Century Center Blvd,
Suite 101
Repo~ NO.:
18
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
PAGE
86/18
Report Date: 4/11/02
Report To: Greg McGahey
Riverside Church of Christ
150 E Belttine Road
Last Reissued on:
Copl>ell, TX 75019
Supplier: rl/a
Mix No.: ..
Design Strength: 1800
psi ~ 28 days
Date Sampled: 3/13/02 Date Received:
Source of Sample: East wall
Contractor;
Truck/Ticket:
Sampled By: M. Escalante
Submitted By: M. Escalante
Curing Method: Cure F{OOm
Specimen Prep: Unbonded Weather:
Field Cure Tamp ("F) Hi: Lo: Wind (MPH)
Field Cure Time: 24±4 hfs, Rh (%):
Project No.: 10645 Ref. No.: 302356
Project: Riverside Church of Christ
CoppeJl, Texas
Phase; N/A
Permit No.:
~9[ix Data RePorted to Kletnfelder
Cement Type:
Cement Factor (sldcy):
Max. Size Agg.(In.}:
AdmJxture$;
Sample Data ' Observed by Kleinfelder
Measured Specified
Slump(in.): nla
Slump w/plastlclze~i~lj: _
Air Tempemture (°F): 58 ....
Mix Temperature (CF): 56 ....
Air Content (%):
Unit Weight (pcf): ......
Batch Size toy):
Water Added (gal.)
Time Batchsd: 10:30
TIme Sampled: 10:35 Time In Truck: 0; 5
,Laboratory Data ,
Average 28 Day Strength (psi): t 1940
Ail fractures were conical in nature unless noted otherwise.
Remarks:
CC:
David Turner K.B. Alexander- fax
Larry Davis CJbJ of Coppell - fax
Lee Stone City of Coppell - fa;(
Bob Bandy V. Aubrey Helium Architects
John Millett, P.E. Millett Engineering Group
Reviewed on 4111/02 b~:
Wm. Duane Harre~l, P.E.
Senior Consultant
Un Jess pnor arrangements have Oee~ made, all HOLD specimens will be discarded if required strength is attained.
04/17/2802 ~8:53 9728788882
A' TRINITY ENGINEERING/KLEINFELDER
TRINITY ENGR-DALLAS
22.11 Century Center Blvd,
Suite 101
Report No.: 21
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
PAGE
07/10
Report Date: 4/11/02
Report To: Greg McGahey
Riverside Church of Christ
150 E. Beltline Road
Last Reissued on:
Coppell, TX 75019
Supplier: On-site Batch
Mix No.: n/a
Design Strength: 1800 psi
Date Sampled:
Source of Sample:
Mix Data
~)$ days
Sample Data
3/12/02 Date Received: 3/13/02
Uae H to Line 1.660 Rolls of bricl< up
Contractor:
Truck/Ticket:
Sampled By: R. Pickens
Submitted By: ~. Pickens
curing Method: Cure F~oorTI
..Specimen Prep: Unbonded
Field Cure Tamp (°F) HI: Lo:
Weather:
Wind (MPH)
Project No,: 10645 R~'. No.; 302295
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit No,:
Reported to Kleinfelder
Cement Type;
Cement Factor {sk/cy);
Max. Size Agg.(In.):
Admixtures:
Observed by Kleinfelder
Measured
Slump(In,): --
Stump w/plasticizer(In.): ..
Air Temperature (OF): 55
Mix Temperature (°F): 57
Air content (%): ..
Unit Weight (pcf]: ..
Batch Size (cy): 0.5
Water Added (gel.) 0
Time Batched: 9:40
Specified
Field Cum Time: 24+4 hrs.
Sample Date
( Number , Teated
' 3/19/02
200722 3/19/02
[ 200722 3/19/02
Age
(days)
'7
7
Rh (%):
Dimensions
Wd. Ht
2 X 2
2 x 2
2 X 2
i 200722 419/02 28 2 x 2
200722 E J 4/9/02 28 2 x 2
f 200722 F j 4/9/02 'J 28 2 x 2
Time Sampled: 9:42
Time in Truck:
0:2
· LabOrator~ Data ' ~ . ~ ........
J uit, ete Lo.d r co,..re.alv,, "'
Lea. I (In') {lbs.) i St~ngth (psi)
x 2 J 4 7900 ~ 1980 J
x 2 , 4" eooo m 2000
x I 4 9700
x 2 [ '4 10800 2700
x ~ j 4 10700 2680
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 CoppeU - fax
Bob Bandy V. Aubrey HaUum Architects
John Millett, P.E. Millett Engineering Group
Rovlewed on 4/11/02 by:
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prior arrangements have been made, all HOLD specimens v41| be disca~ed if required strength is attained,
84/17/2882 08:53 9728788882
fRINIT¥ ENGINEERING/KLEINFELDER
TRINITY ENGR-DALLAS
2211 Century Center Blvd,
Suite 101
Repo~ No.: 21
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTIVI C109
PAGE
88/18
Report Date: 4/111C.2
Report To: Greg McGahey
Riverside Church of Christ
~ 50 E. Beltline Road
CoppelI, TX 75019
Supplier: On-site Batch
M~x No.;
Design Strength: 1800 ps[
Data Sampled:
Source of Sample:
Last Reissued On:
Mix Data
28 days
Sample Data
3/12/02 Data Received: 3113/02
Line H tO Line 16 60 Rolls cf brick up
Contractor:
T rucldTIcket;
~ampled By: R Pickens
Submitted By: R. Pickens
Curing Method: Cure Room
~peclman Prep: Unbonded
Field Cure Tamp (CF) HI: Lo:
Field Cure Time: 24~4 hfs,
Weather:
Wind (MPH)
Rh [%):
Project NO.; 10645 Ret. No,: 302295
ProJect: Riverside Church of Christ
Col)Deli, Texas
Phase: N/A
Permit No.:
Reported to Kleinfelder .
Cement Type:
Cement Factor
Max. Size Agg.(in.):
Admixtures;
Observec~ by Kleinfelder
Measured
Slump(In.): __
Slump w/plasticizer(in.): ..
Air Temperature (°F): 55
Mix Temperature (°F): 57
Air Content (%): _
Unit Weight (pcO: --
Batch Size (C¥): 0.5
Water Added (gal.) 0
Time Batchad: 9:40
Time Sampled: 9:42
Specified
Time In Truck: O: 2
Average 28 Day Strength (psi): ~--- 2e00 J
All fractures were conical in nature unless noted otherwise.
Remarks:
CC:
David Turner KB. Alexander - fax
Larry Davis Ci~ of Coppell - fax
Lee Stone City of Coppell ~ fax
Bob Bandy V. Aubrey Helium Architects
John Millett, P.E. Millett Engineering Group
Reviewed on 4/11102
Wm. Duane Harrell, P.E.
Senior Consultant
Unless pnor arrangements have been made. all HOLD specimens will ba dlacan~ed if required strength is attained.
84/17/2082 88:53 9728700802
TRINITY ~NGIN[ERING/KLEINFFLDER
TRINITY ENGR-DALLAS
2211 Century (;enter Bird,
Suite 101
Repo~ No.: 24
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
PAGE
89/1~
Report Date: 4/11;02
Report To: Greg McGahey
Riverside Church of Christ
150 E. Beltrine Road
Coppell, TX 75019
Supplier: On-site Batch
Mix No.: rl/;a
Design Strength: 1800 psi
Date Sampled:
Source of Sample:
28 days
Last Reissued on:
Mix Data
Project No.:
Project:
10645 Reft No.: 402045
Riverside Church of Christ
Coppell, Texas
Phaee: N/A
Permit No.:
Reported to Kleinfelder
Cement T~pe;
Cement Factor (sldcy):
Max. Size Ago.(tn.):
Admixture,,;
Observed by Kleinfelder
Sample Data
3/29/02 Date Received: 4/1102 Meesurefl Specified
East side of building Slump(in.):
Stump wlplaetlclzer(In.):
Air Temperature (°F):
Mix TemperatUre (°F):
Air Content (%):
Unit Weight (pcfJ:
Batch Size {cy}:
Water Added {gal.)
Time Bet'chad: 10:00
Time Sampled: 10:15
68
72
Contractor;
Truck/Ticket:
Sampled By: R. Herbrand
Submitted By: R. Herbrand
Curing Method: Cure Room
$1)ecJmen Prep: Unbonded Weather:
FieJd Cure Tamp (*F) Hi: Lo: Wind (MPH)
Field Cure Time: 24±4 hrs. Eh (%):
Time In Truck: 0:15
Sample : Date 1 Age Dimensions ] Area Ultimate Load Compressive Required
L- Number ii Tested {days) WU. .t. Lan. (in') {lbs.) Strength (psi) Strength (psi)
I 200951 4)~/02 7 2 x '2' x 2 ,,
~ 4 9500 2380
' 200951 4/5/02 7 2 x 2 x ~" 4 9100 2280
-'~00951 4~5/02 , 7 ..... 2 X 2 x 2 I 4 8900 " 2230 ......
~00951 D[ '"4/26/02 28 2 x 2 x 2 4 'i800
200951 '4/26/02 i 28 2 x ~ x 2 ~t' ' "'
...... ,, i .... J soo
All fractures were conical in nature unless noted otherwise.
Remarks:
CC:
David Turner K.B. AJexander - 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 4/11102 By:
Wm. Duane Harrell, P.E.
Senior Consultant
IJn~e$$ prior arrangements have been made. all HOLD specimens will be discarcled if required strength i$ attained.
84/17/2882 08:53 9728780802
TRINITY ENGR-DALLAS
2211 Century Center B;vd,
Suite 101
Report No.: 24
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
PAGE
Report Date: 4¢11/02
Report To: Grog McGahey
Riverside Church of Christ
150 E. Beltline Road
Coppell, TX 75019
· Supplier: On-site Batch
Mix No.: n/a
Oesign Strength: 1800 psi
Date ~amplad:
,~ource of Sample:
3129/02
East side of building
28 days
Last Reissued on:
Sample Data
Date Received: 4/1/02
Project Ne.: 10645 Ret No.; 402045
Project; Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit No.:
Mix Data ,~ .Reported to Kleinferder
Cement Type:
Cement Factor (skJcy):
Max. Size Agg.(irt.):
Admixtures:
Observed by KJeinfetder,
Measured Specified
Slump(in.):
Slump wlplastlcizer~in.):
Air Temperature ifF):
Mix Temperatur~ (OF): 72
Air content t%):
Unit Weight
Batch Size (cy):
Water Added (gaLl
Time Botched: 10:00
TlmeSampled: 10:15 TlmelnTruck: 0:15
Lab .... "' ' I r
Average 7 Day Strength (psi): 2300
Contractor:
Truck/Ticket:
Sampled By: R. Herbrand
3ubmlt*,,ed By: R Herbrand
Curing Method: Cure Room
Specimen Prop: Unbonded Weather:
Field Care Tamp (°F) HI: Lo: Wind (MPN)
Field Cure Time: 24+4 hrs. Eh (%):
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
R~viewed on 4/1 'U02 t~y;
Wm. Duane Harrell, P.E.
Senior Consultant
Unless pflor arrangements have been made, ell HOLD specimens will be disCarded If ~equJred strength is attained.