Riverside Church-LR020219TRINITY ENGINEERING/KLEIN FI:LDER
YR~NITY ENGR-DALL~$
Suite 101
Repo~ No.: 10
PAGE 02
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 2/19/02
Repor~
Gre~g
..M..cGahey -"~ Project Ro: 10645 Ref. No,: 2020~8
~~ ~ ,,~ Pmj.Ct:pha,e.. Coop.lI,Riv'r'ide Church of ChristN/A Texas
Ceppel[, TX 75019 P~rmlt ~.:
/ Mix Data RepoSed to Kleinfelder
Supplier: On-site Batch Cement Type:
Cement Factor
Mix No.: -- ~ Max. Size
Design Strength: ~500 psi ~ 28 days Admixtures:
Sample Data O~$e~ed by Kleinfelder
Date Sampled: 2/11/02 Cate Re6eived: Measured Specified
Source of Sample: No~h wall Slum~l~,):
Slump wlpJa6tlclze~(In.):
Contractor; Air Temperature (OF): 46 --
Ttuc~lcket: Mix Tem~mture CFi: 44
Samples By: M. Escalante Air Con~n[ (%): R/a -
Submlffed By: M, Escalante Unit Weight (p~:
Curing Method: Cure RO0~ ~atch Size (~y):
Specimen Prep: Unbonded Weather: Wa~r Added (gal.)
Field Cum Tamp (~F) Hi: Lo: Wind (MPH) Time Batched: 09:00
Field Cure Time: 24~4 hrs. Rh (%): Time Sampled: 10:00 Time In Truck: 1:0
Laborato~ Data
Last Reissued on:
Sample Date ' Age Dimensions Ama Ultimate Load Compressive Required
Number Tested ! (~ya) Wd. Hr. Lan. (In') (lbs.) Str~gth (psi) Strength (psi}
200291 ' 2/18/02[7 2 x 2 x 2 4 3900 / 980 / ,
i' 200291 C: 2/~8/02 ~ 2 x ~ x 2 4 4100
200291 D ;i 3t11/02' 28 2 x 2 x 2 4
r200291 FE 3/11/02 28 2 x , x 2 .....
I 200291 3/1'I/02 28 2 x '2 ' ~'""2 4 ...
All fractures were conical in nature unless noted otherwise.
Remart~s:
CC:
David Turner KB. Alexander - fax
Larry Davis Cii:y of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V, Aubrey HaJlum Architects
John Mitlett, P,E. Millett Engineering Group
Reviewed on 2/'I 9/02 by:
Win. Duane Harrell, P.E.
Senior Consultant
Unless prior arrangements have been mede, all HOLD specimens will he disce~ed if required strength is attained.
02/20/2002 14~51 9728700802
A TRINITY
ENC, IN[ERING/KLEIN FELDER
TRINITY ENGR-DALLAS
2211 Centu~/Center Blvd,
Suite 101
Repo~NO: 10
PAGE 03
MORTAR CUBE COMPRESSIVE STI~NGTH REPORT ASTM C109
Report Date: 2/19/02
Repo~ To: Greg McGahey
Riverside Church of Christ
150 E BelUine Read
CoppelI, TX 75019
Supplier: On-site Batch
Mi;< No.: --
Design Strength! 2500 psi
28 days
Lest 1~eissued on:
Date Sampled: 2/11/02 Date Received;
Source of ~ample: North wail
Contractor:
Truck/Ticket:
Sampled By: M, Escalante
Submitted By: U. Escalante
Curing Method: Cure Room
Specimen Prep: Unbonded Weather:
:~ield Cure Tamp (eF) HI: Lo: Wind (MPH}
Fielrt Cum Time: 24+4 hrs. Rh (%):
Project No,; 10645 Caf. No.: 202028
Project: Eiverside Ct~urch of Christ
Coppell, Texas
phase: N/A
Permit No.:
Mix Da~ Reported to Kleinfelder
Cement Type:
Cement Factor
Max. Size
Admixtures:
Sample Data Observed by Kleinfelde¢
Slump(in.): nj:~
Slump w/plaiticilar(in.): --
Air Temperature (~F):
Mix Temperature (°F): 44
Air Content (%): n/a
Unit Weight (pcf):
Batch Size icy):
Water Added (gal.)
Time Batelled: og:o0
Time Sampled; 10:00 Time in Tru~k:
Laboratory Data : ~ '
Average 7 Day Strengb~ (psi): 1020
1:0
All fracturae were conical in nature unless noted other Nise.
Remarks:
CC:
David Turner K.EL Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone Ci~ of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
John Millett. P E. Millett Engineering Group
Reviewed on 2Jtg102 by:
Wm. Duane Harrell, PE.
Senior Consultant
Unless prier arrangements have been made. eat HOLD specimens will be diseased if required ~trength is attained.
0~/20/2002 1~ 9728~0080~
TRINITY ENC, INBERtNG/KLtlN FELD iR
TRINITY ENGR-DALLAS
2211 Centu~ Center Blvd,
Suite 101
PAGE 04
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 2/19102
Report To: Greg McGahey Project No.: 10645 Raf. No.: 202029
Riverside Church of Christ Project: Riverside Church of Christ
150 E E~etUine Road Coppell. Texas
Phase: N/A
Coppell, TX 75019 Permit No.:
Mix Data Reported to Kleinfelder
Supplier: Aztecs Cement Type:
Cement Factor (skJcy):
Mix No.: A29772 Max, Size Agg.(in.):
Design Strength: 3000 psi ~ 20 days Admlxtures:
Sample Data Observed by KIeinfelder
Date Sampled; 2/8/02 Date Received: Measured
Source of Sample: Slump(in,): n/a
Slump w/plasticizer(In.):
ContractOr: Air Temperature CF): 39
Truck/Ticket: Mix Temperature (~): 40
Sampled By; M. Escalante Air Conmnt (%): --
Submitted ay: U. Escaiante Ul~lt Weight (pc.f): --
Curing Method: Cure Room Batch Size (cy):
Specimen Prep: Unbonded Weathe~ Wete~ Added (gal.)
F;eid Cure Tamp (aP) Hi: Lo: Wind (MPH) Time Batohed: 09;00
Field Cure Time: 24+4 hrs. Rh (%): Time Sampled: 09:30 Time in Truck:
Last Reissued on:
0:30
Laboratory Data , i ~ ,j!l'l
Sample Oate ! Age I Dimensions Area ! Ultimate Load { Compressive Required
Number Tested ~ays) Wd. Hr. Lan. (rna) (Ib~.) . S~ngth (psi) Strength (psi)
200290 A 2/15/02 r 7 ' 2 x 2 x 2 4 4300 i080
20~290 B 2115/02 7 ~ x ~ x ~ ,{' 4800 1200
200290 Cr 2/15102 ,, ~ 2 x 2 x 2"' 4 4600 I~11~0~ ......
200290 D ', 3/8/02 28 2 x z x z 4
200290" E 3~8/02 2'8 2 x 2 x 2 4
[ ooe90 .... F '3i8/0 28 x x "'
fractures were conical Jn nature unless noted otherwise.
Remarks:
CC:
David Turner K.B. Alexander - fax
Larry Davis City of Col~pell - fax
Lee Stone City of Coppell - fax
Bob Bandy V Aubrey Hallum Architects
John MIIlett. P.E. MIIIBtt Engineering Group
Reviewed on ~1S102 by:
Wm. Duane Harm,,
Senior Consultant
Unless prior a;tangements have been made, all HOLD spe~men$ will be di$ca~ed if required strength Is attained.
YRINITY ENGR-D~LLAS
2211 Century Center BIvd,
Suite 101
Report No.: 22
PAGE 05
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 2/19/02
Report To: Gte§ McGahey
Riverside Church of Christ
150 E Beltline Road
Coppell, TX 75019
Supplier: Azteca
Mix No.: A29772
Design Strength: 3000 psi ~
Last Reissued on:
Date Sampled: 2/8/02 Date Received:
Source of Sample:
Trucl(/'rlcket:
Sampled By: M. Escalante
Submitted By: M. Escalante
Curing Method: Cure Room
Spe~imefl Prep: Unbonded Weather:
Fieid Cute Tamp {BF) Hk Lo: Wind (MPH)
Field Cum Time: 24±4 hrs. Rh (%):
Mix Data
Sample Data
Project No.: 10645 Ref. No.: 20902~
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Factor (skJcy):
Max, Size Agg,(In.):
Admixtures:
Observed by Kieinfelder
Measured
Slump{In,): n/a
Slump w/plasticizer(in.): --
Air Temperature (~F): 39
Mix Temperature (~F): 40
Air Content (%): --
Unit Weight (p~f): --
Batch Size (cy):
Water Added (gal,)
Time ~atohed: 09:00
Time Sampled: 09:30 Time In Truck:
Laboratory Data : .: ~
Average 7 Day Strength (psi): 114~
Specified
0:30
All fractures were conical in nature unless noted otherwise,
Remarks:
CC:
David Turner K.B. Alexander - fax
Larry Davis City of Coppeil - fax
Lee Stone City of Coppel! - fax
Bob Bandy V Aubrey Hallum Architects
John M[llett. P,E. Millett Engineering Group
Reviewed on 2/19102 by:
Wm. Duane Harrell, P,E.
Senior Consultant
Unle~ prior llrTangements have been made, ell HOLD specimer~ will be discarded If required strength I~ attairled.
02/~0/~00~ 1~ 51 97~870080~
TRINITY ENGINEERING/KLEINFELDER
TF~ZN~TY ENGF~-~LL~S
22~ 1 ~entu~ ~emer Suite 101
Report No.: 19
P~GE 06
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
Report Date: 2/19102
Report To: Grog McGahey
Riverside Church of Christ Project NO.: 10645 Ref. No.: 202029
150 E. Beltline Road Project: Riverside Church of Christ
Ccppell, Texas
Phase: N/A
Coppell, TX 75019 Pe~Tnit No.:
Mix Data Reported to Kleinfetder
Supplier: ,~zteca Cement Type:
Cement Factor (s~cy):
Mix No,: A29772 Max. Size Agg.(In.):
Deeign Strength: 3000 psi ~ 28 days Admixtures:
Sample Data Observed by Kleinfelder
Date :Sampled; :>/8/02 Date Received: Measured Specified
Source of Sample: South mezsdine Slump(In.): 6 -- --
:Slump w/plasticizer(in,):
Contractor: Air Temperature (*F): 39
TrucK~Ticket: 606/4890 Mix Temperature (OF): 43 ....
Eiampled By: M. Escalante Air Content (%):
Submitted By: M. Escalante Unit Weight {pct'):
Curing Method: Cure Roorrl Batch Size (cy): 10
Specimen Prep: Unbended Weather: Water Added (gel.) 4
Field Cure Tamp (°F) HI: Lo: Wind (MPH) Time Batched: 07:30
Field Cure Time: 24±4 hrS. Rh (%): Time Sampled: 08:30 Time in Truck: 11 0
[aborator Data
Sample Date I Age Dimensions I Ama Ultimate Load Compressive Required
I
(days) Diam. HL Lan.I (Inz) (lbo.) Strength (psi) Strength (pat)
Number Tested
:200287 A 2/15/02 s x 12 x 28,27 116000 4100
' :>00287 0 3/15/0:2 7 6 x 12 x 28.27 12:2000 [4310
200287 C 3/8/02 ~?,J~- x x ~ 3000
200287 D I 3/0/02 28 x x I 3000
Average 7 Day Strength {poi): 4210
All fractures were conical in nature unless noted otherwise.
~emarka:
CC:
Davic~ Turner K.B Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
John MilleR, P.E. Millett Engineering Group
Reviewed on Z/19/02 by:
Wm. Duane Harrell, P.E.
Senior Consultant
Llnleaa prior e~rangements have bee~ made. all HOLD spectmena will t)e di~;arded if requlre~ ~trength ~ attained.
02/20/~002 ~51 9~28700802
T~INITY [NGIN~ERING/[LEINF~LDER
TRIN~¥Y ENGR-D~LLAS
Suite 101
Repo~ No.:
PAGE
07
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
Repo~ Date: 2/19/02
RepOrt To: Grog McGahey
Riverside Church of Christ
150 E. Be{tline Road
Coppell. TX 75019
Supplier: Aztecs
MiX NO.: A29772
Design Strength: 3000
28 days
Date Sampled: 2/7/02
Source of Sample: North aide mezadine
Last Reissued on:
Cate Received:
Trucld'rlcket: 607/4887
Sampled By: M, Escatante
Submitted By: M, Escalante
curing Method: Cure Reorn
Speclmea Prep; Unbonded Weather:
Field Cure Tamp (cF) HI; Lo: Wind (MPH)
Field Cure Time: 24±4 hrs. Rh (%):
Mix Data
Sample Data
Specified
O: 45
Project No.; 10645 Ref. No.: 202026
Project: Riverside Church of Christ
Coppett, Texas
Pha~e: N/A
Permit NO-:
Reported to Kleinfelder
Cement Type:
Cement Factor (sldcy):
Max. Size
Admixtures:
Observed by Kleinfelder
Measured
Slump(la.}:
Clump wlplasti¢izer(in.):
Air Temperature (CF); 40
Mix Temperature (OF): 44
Air Content (%):
Unit Weight (pcf): --
Batch Size (c¥): 10
Water Added (gal.) 0
Time Berthed: 0~:00
Time Sampled: 0(:J:45 Time in Track:
", LaboratOr Data
Number Tested (.~) Diam, Hr. Lea. (in') (lbs.) Strength (psi) Strength (psi)
200275 "A 2i14/02 17 e X 12 X 28.27 137500 4860
"2~0275B 2/14/021~ - 6 x ~2 x 28,27 1445~ ~110
200275 C 3~/02 28 x x 3000
~b0275 D 3/7/02 28 x x ' ' 3000
Average 7 Day Strength (psi): 4990
All fractures were conical in nature unless noted otherwise.
Remarks:
CC:
David Turner K.B. Alexander - fax
Larry Davis City of Coppell - fax
Lee Stcne City of Coppell - fax
Bob Bandy V. Aubrey Hallurn Architects
John Mille[t, P.E. Miller Engineering Group
Reviewed on 2./1~/Q2 by:
Wm. Duane Harrell. P.E.
Senior Consultant
Unless prior arrangements have been mede, all HOLD Sbeclmens will be dl,lcarded if required strength Is attained.