Riverside Church-LR020425 ENGINEERING/KLEINFELDER Raport no.: 25
TRINITY
2211 CentunJ Center Blvd,
Suite 101
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 4/25/2002
Report TO; Greg McGahey
Riverside Church of Christ
150 E. Beltline Road
Last Reissued on:
Coppell, TX 75019
Mix Data
Supplier: On-site Batch
Mix No.:
Design Strength: 1800 psi ~ 28 days
Sample Data
Project No,: 10645 ref. No,: 402365
Project: Riverside Church of Christ
Coopell, Texas
Phase: N/A
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Factor
Max. Size App.(In.):
Admixtures:
Observed by Kleinfelder
Data Sampled; 4/17/2002 Date Received:
Source of Sample: Building - South 4' HT - 100' from Southeast c~3rner Slump(In.}:
Slump wlplaatlcl2ar(In.):
Contractor: Air TempeCature
TruckJT[cket: MIx Temperature CF): 82
Sampled By: C. Lewis Air Content (%):
Submitted Ely: C. Lewis Unit Weight
Curing Method: Cure Room Batch SIze (cy):
Specimen Prep: Unbonded Weather: Water Added (gal,)
Field Cure Tamp (°F) HI: Lo: Wind (MPH) Time Bat=had;
Field Cure Time: 24±4 hrs. Rh (%): Time Sampled: Time In Truck:
Measured Specified
Sample Date Age Oimen$1on$ Area Ultimate Load Compressive Required
Number Tested (days) Wd. Ht, Lan. (ins) (lbs.) Strength (psi) Strength (psi)
201173 A 4/24/200 7 2 x 2 x 2 4 5900 1480
2~1173 B; 41241200 7 I 2 x 2 x 2 4 6000 1500
201173 C 4/24/200 7 2 x 2 ~< 2' ~," 5900 1480
, ' , 1 ~'00
201173 D 5/15/200 28 z x 2 x 2 i 4 ~ ,
--2~-'~ ~J 73 E ..... 5/15/200 28 2 x 2 x 2 4 1 1800
--201173 F 5/15/200 ! :~8 2 x 2 X 2 4 "[ 1800
All fractures were conical in nature unless noted otherwise.
Remark.S:
CC:
David Turner K.B. Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppetl - fax
Bob Bancty V. Aubrey Helium Architects
John M[ltett, P E Milleff Engineering Group
Reviewed on
412512002 by: ,/~"',/' _ -- - /'%
Wm, Duane Harrell, P,E.
Senior Consultar~t
Unless prior arrangements have been made, all HOLD specimens wilt be discarded If required strength is attained.
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TRINITY ENGINEERING/KLEINFELDER Re~or~ Ne.: 2~
2211 Century Center Blvd,
Suite 101
M~CUBE COMPRESSIVE ST_~NGTH_ REPOR~T ASTM C109
Report Date;~f/'~
Last
Reissued
Repo~ To:/G~ M~y ~ Project NO.: 10645 Reft No,: 402365
Ri~~Chr~st / Proj.c': Riverside Church of Christ
15~elt~Jne ~cad / CoppeJl, Texas
[ ~ Mix Data RepoSed tO Kleinfelder
Suppller~ On-site Batch Cement ~pe:
MIx No.: n/a
Design Strength: 1800 pei ~ 28 days
Date Sampled: 4tl 7/2002 Date Received:
Source of Sample: Building - South 4' HT - 100' from Southeast corner
Contracter:
Truck/Tioket:
Sampled By: C, Lewis
Submitted By: C. Lewis
Curing M~thod: Cur~ Room
Specimen Prep: Unbonded
Field Cure Tamp (°F) HI: Lo:
Field Cum Time: 24+4 hfs,
Weather:
Wind (MPH)
Rh (%):
Sample Data
Cement Factor (sk/cy}:
Max. Size Agg,(In.):
Admixtures:
Observed by Kleinfelder,
LabOratory Data
Average 7 Day Strength (psi):
Measured Specified
Slump(in,):
Slump w/plasticizer(in.):
Air Temperature (°F):
MIx Temperature (°F): 82
Air Content (%):
Unit Weight (l~ct):
Batch Size
Water Added (gal.)
Time Batched:
Time Sampled: Time In Truck:
t490
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 4/2512002 by:
Wm. Duane Harrell, P.E.
Senior Consultant
Unless pnor arrangements have been made, ali HOLD specimens will be discarded If r~quJred strength is attained.
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TRINITY ENGINEERING/KLEINFELDER Report No.: 23
2211 Century Center Blvd,
Suite 101
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 4/25/2002
Report To: Grog McGahey
Riverside Church Df 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:
$oure. a of Sample:
Mix Data
28 days
Sample Data
3/27/2002 Oate Received: 3/28/2002
East side of building - §0' North & 25' from elevated portion of the
roof
Contractor;
Truck/Ticket:
Sampled By: H, Crayton
Submitted By: H. Crayton
Curing Method; Cure P~oom
Specimen prep: Unbonded
Field Cure Tamp (~F) Hi; Lo:
Weather:
Wind (MPH)
Project No.: 10645 Ref. No.; 302526
Project: Riverside Church of Christ
Coppetl. Texas
Phase: N/A
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Factor (sPJcy):
Max. Size Agg,(In,):
Admixtures:
Observed by Kleinfelder
Measured
Slump(In.):
,Slump w/plasticizer(in.):
Air Temperature (°F): 65
Mix Temperature (°F): 60
Air Content (%):
Unit Weight (pcf):
Batch Size (Dy):
Water Added (gal.)
Time Berthed:
~pecified
Field Cure Time: 24~4 hrs. Rh (%): Time Sampled: Time In Truck:
Laborato Data i:'%TM l;?~'~l!'.' i c ' >, ~,-, ...... II''
· Sample Date Age Dlmensione [ Area Ultimate Load Compressive Required
Number [ Tested (days) Wd. Hr. Lan. i (in=) (lbs.} Strength (psi) Strength (pst)
200876 .... 4/3/2002 7 2 x z x 2 4 7500 1880
2(~0876 4/3/2002 7 2 × 2 x 2 4 7200 1800
200876' 4/312002 ...... ~ i ' X 2 X 2 4 7300 1830
200876 D '4~4/200 28 2 x 2 x 2 4 9800 2450 1800
' 200876 EI 4/24/200 28 2 x 2 x 2 4 10300 2580 ' 1'~'00
2400 1800
200876 F 4/241200 28 i 2 x 2 x 2 4 9600 ~ r
All fractures were conical in nature unless noted otherwise.
Remarks:
CC:
David Turner KB. Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Hallum Architects
John Mitlett, PE- Millett Engineering Group
Reviewed on 4/Z$12002 by:
Wm. Duane Harm,, P.E.
Senior Consultant
Unless prior arrangemenLe have been rnac~e, ail HOLD specimene will be discarded if required strength is attained,
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ENCINEERINC/KLBNFELDER ~epon No.: 23
TRINITY
2211 Century Center Bird,
Suite 101
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date; 4/25t2002
Report To; Grog McGahey
Riverside Church of Christ
150 E. Beltline Road
Laet Reissued on:
Coppell, TX 75019
Supplier: On-site Batch
Mix No.: i~/a
Design Strength: 1800 psi
Date Sampled:
Source of Sample:
Mix Data
28 days
Sample Data
3/27/2002 Date Received: 3/2812002
East side of building - 50' North & 25' from elevated portion of the
roof
ContractOr:
Trucl~Fricket:
Sampled By: H. Crayton
Submitted By: H. Crayton
Curing Method: Cure Room
Specimen Prep; Unbonded Weather:
Field Cure Tamp {"F) Hi: Lo: Wind (MI>H)
Field Cure Time: 24±4 hrs Rh
Laborat(~rY Data
Average 28
Project No.: 1 0645 Ref, No,: 302526
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Factor
Max. SIze Agg.{In.):
AdmixtureS;
Observed by Kleinfe[der
Measured
Slump(In.):
Slump w/plasticizer(in.):
Air Temperature (°F): 55
Mix Temperature (°F): 50
Air Content (%}:
Unit Weight (pc1'):
Batch Size (cy):
Water Added (gal.)
Time Batched:
Time Sampled: Time in Truck:
Day Strength (p~,i):
Specified
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, Aul~rey Hallurn Architects
John Millett. P.E. M/ilett Engineering Group
Reviewed on 412§12002 by:
Wm. Duane Herr¢, P E.
Senior Consultant
Unless prior arrangements have been made, alt HOLD specimens will be discarded if required strength is attained.
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TRINITY ENGINEERING/KLEINFELDER Report No,: 28
2211 Century Center BIvd,
.~:,,,~:,l,,~?,.~,,~,..,,,~,,~, Suite 101
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Dale: 4/25/2002
Report To: Gr~g McGahey
Riverside Church of Christ
150 E. BeJtline Road
CoppeJl, TX 75019
Supplier: On-site Batch
Mix No.: n/a
DesicJn Strength: 1800 psi
28 days
Last Reissued on:
Mix Data
Sample Data
Date Received: 3/2712002
Project No.: 10645 Ref. No.: 302525
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit
Reported to Kleinfelder
Cement Type:
Cement Factor (sldcy):
Max. Sl~,e Agg,(In.):
Admixtures:
Observed by KleinfeIder
Date Sampled: 3/2612002
Source of Sample: East side of building · top flight Slump(In.):
Slump wlplastlclzer(ln.):
Contractor: Air Temperature (°F}:
Truck/Ticket: Mix Temperature (°F): 65
Sampled By: S. Wilson Air Content (%):
Submitted By: S. Wilson Unit Weight
Curing Method: Cure Roort'l Batch Size (cy);
Specimen Prep: Unbonded Weather: Water Added (gel.)
Field Cure Tamp (~F) Hi; Lo: Wind {MPH) Time Batohed: 10:05
Field Cure Time: 24+4 hrs. Rh (%): Time Sampled: 10:05 Time in Truck:
Measured Specified
O: 0
, orat I~]~ a .... , ..... '
Sample t Date Age Dimensions Area Ultimate Load Compressive Required
Number~ Teated : (days) Wd. Hr. Lan. (in') (ll~e.) Strength (psi) Strength (psi)
200875 Ai 4/2/2002 i 7 2 x 2 X 2 4 5200 1300
200875 B 4/2/2002 ~ 7 2 x 2 x z 4 6400 1600
200875 C i 4/2/2002 7 2 x 2 x 2 4 6100 1530
200875 D 4/23/200 28 = ..... ~'" 2 x z 4 9300 2330 i 1800
200875 E 4/23/200 28 2 x 2 x 2 4 8300 2080 1800
200875 F 4/23/200 28 I 2 x 2 x 2 '4 9'~) 243'0 .... '1800
All fractures were conical in nature unless noted otherwise.
Remarks:
CC:
David Turner KB. 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 4J25~2002 by:
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prior arrangements have been mede, all HOLD specimens will be discarded if required strength Is affained
90 39~d S~q~0-~gN3 AIlNI~I E0800&8E&6 I9:98 ~00E/IO/GO
TRINITY ENGINEERING/KLEINFELBER R. pon No.: 28
2211 Century Center Blvd,
~'~ ~"~'"'""'""""'~"""~ ..... Suite 101
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 4/25/2002
Report TO: Greg McGahey
Riverside Church of Christ
150 E. Beltline Road
Last Reissued on:
Coppeli, TX 75019
Supplier: On-site Batch
MIx No,: n/a
Design Strength: 1800 psi
days
Date Sampled:
Source of Sample:
3/26t2002
East side of :~uilcling · top flight
Mix Data
Sample Data
Date Received: 3/27/2002
Truck.rl'lcket:
Sampled By: S. Wilson
Submitted By: S, Wilson
Curing Method; Cure Room
Specimen Prep: Unbonded Weather:
Field Cure Tamp (OF) Hi: Lo: Wind (MPH)
Field Cure Time: 24_~4 hrs. Rh (%):
Laboratory Data
Average 28
Project No.: 10645 Ref, No.; 302525
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
parmlt No.:
Reported to Kleinfelder
Cement Type;
Cement Factor (sk/~y):
Max. Size Agg.(in.}:
Admixtures:
Observed by Kleinfelder
Measured Specified
Slump(In.):
Slump w/plasticizer(In,}:
Air Temperature (°F);
Mix Temperature (oF);
Air Content (%):
Unit Weight
Batch Size (cy):
Water Added (gaL)
Time Batched: 10:05
Time Sampled; 10~0§
:., i:ilii ' ~.
Day Strength (psi): I 2280
52
65
Time in Truck: O: 0
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 Hallum Architects
John Milleff, P.E, Milleff Engineering Group
Reviewed on 4~2512002 by:
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prior arrangements have been made, ail HOLD specimens will be discarded if required strength is attained,
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