Riverside Church-LR020321TRINITY ENCINEERING/KLEINFELDER
2211 Century Center Blvd,
Suite 101
Report No.; 17
PAGE 82/89
&
~RTAR CUBE COMPRES~;IVE STRENGTH REPORT ASTM C109
R-~~ I.axt Reissued on: Proieet No.: 10645 Ref, Uo.: 302357
p¢oJect: Riverside Church of Christ
Coppell, Texas
Phase: N/A
perml~ No,~
Mix Data Reported to Klelnf~elder
Supplier: n/a Cenlant Type:
Cement Factor (alrJcy):
Mix No.: -- Max. Sl~e Agg.(In.)'.
De$ignStrength: 1800 p~i~ 28 days Admlxtun~:
Sample Data Obse~/ecl by Kleinfelder:
Data Sampled: 3/14/02 Date ReGeived: Measured Specified
Source of Simple: East wall Slump(in,): fl/a ....
5lump w/plaltlclzer(in.):
Contre0t0t: Air TMtlper~ture (~1~: 85 --
Truek/TIGket; Mix Temporaire (~F): (~0
Sampled By: M. Escalante Hr Content (%):
Submitted By: M. Escalante Unit Weight (p~f): - -- --
Curing Method: Cure Room Batch Size (¢y):
Spesimen Prep: Unbo~lded Weather: water Added (gal,)
Field Cure Tamp ('F) HI: Lo: Wlml (MPH) Time Berthed: 10:30
Field Cure Time: 24±4 hrs. Rh (%): Time Sampled: 10:35 Time in Truok: 0; 5
Sample Data Age Dimensions Area Ultimate Load Compre:sslve Required
Number Teated (day~) Wd, Hr. lin. (In~) (iix.} strength (psi) Strength (p~l)
200789 A! 3/21102 7 ..... 2' x 2 x 2 4 6600 18~0
200789 B 3/21i02 7 .... 2 x 2 x 2 4 "7400 1850
200789 C 3/21/02 ........ '~ 2 x 2 x 2 4 6300 1580
200789 [~ 4/11/02 28 x x 1800
'200789 E 4/11/02 28 x x 180~
200789 ' F 4/11102 28 x x 1800
All fractures were conical in nature unless noted oflheMi~e.
Remarks:
CC:
David Turner K.B. Alexander - fax
Larry Davis Ci[~ of Col)Dell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Arcl~itects
John Millett, P.E. Mi[left Engineering Group
Unless prior arrangements have been mede. all HOLD specimens will be discarded if required strength is attained.
0Q/25/2082
0~: 88 9728700802
TRINITY ~GINI~RING/KIBN~ID~R
TRINITY ENGR-DALLAS
221 t Century Center Bivd,
Suite 101
Report No.: 17
PAGE
MORTAR CUBE COMP~.~SIVE STI, tEN~Tlrl REPORT ASTM C109
Report Oata~ 3/21102
Report To: Greg McGahey
Riverside Church of Chdst
150 E. Beltline Road
Coppell, TX 75019
Supplier: n/a
Mix No.: --
Oeslgn Strength: 1800 psi ~
Date Sampled: 3/14/02
Source of Sample: East wall
Contractor:
Truck/Ticket:
Sampled By: [91. Escalante
Submitted By: M. Escatante
Curing Method: Cure Room
Specimen lamp: Unbonded
Last Rei~ued on:
28 days
Date Re~eived:
Mix Data
Sample Data
Field Cure Tamp (cF) Hi: Lo: Wind (MPH)
Field Cure Time: 24+4 hr~. Rh (%):
03/09
Specified
ProJm;t No.: 10645 Ref. No.: 302357
Preje~t: Riversicte Church of Christ
Coppel[, Texas
Pha~e: N/A
Permit No.:
.Reported to Kleinfelder
Cement Type:
Cement Factor (ek/¢y):
Max. Size Agg.(In.):
Admixtures:
Observed by Kleinfelder
Measumd
Slump(In.): n/a
Slump wlplattl¢lzer(In.):
Air Temperature (cF): S5
MIX Temperature (°F): 60
Air Content (%): -
Unit Weigh~ (pcf): --
latsh S~L~ (~):
Water AddK (gat.)
T~e Ihtehed: 10:30
TlmJSampled: 10:35 Time in Truck: 0:
Alt fractures were conical in nature unless noted obhenvi~e,
Rsmarlm:
CC:
David Turner K.B. Alexander - fax
Larry Davfs City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Hallum Architects
John Millett, P.E. Millett Engineering Group
Reviewed on 3/21~2
Wm. Duane Harre{I, P.E.
Senior Consultant
Unless prior arrangements have been made, all HOLD specimens wttl be discarded if required strength is attained.
A TRINITY ENGINEERING/KLEINFE£DI:R
TRINITY ENGR-DALLAS
2211Centur~¢en~r Bivd,
Surfs 101
No.: 18
PAGE
04/09
Report Date: 3/21/02
Report To: Greg McGahey
Riverside Church Df Christ
150 E. Beitline Road
Coppell, TX 75019
Supplier: n/a
Mix No.: --
Design Strength: 1800 pai ~
MORTAR CUBE COMP~P. SSIVE STRENGTH REPORT ASTM C109
Laet Reiesued on:
28 deY~
Date Sampled: 3/13/02 o~te Reeeived:
Souroe ef Sample: East wall
Weather:-
Wind (MPH)
Mix Data
Sample Data
Centre;tot:
TructoTteket:
Sampled By: M. Escalante
Submitted By: M. Escalante
Curing Method: Cure Roonl
Specimen Prep: Unbonded
Field Cum Tamp (°F) Hi: Lo:
Project No.:
Proje~t:
10645 ~r. No.: 302356
Riverside Church of Christ
CoppeiL Texas
p her. e: N/A
Peemit NO-:
Reported to Klsinfelder
C.~n e n~ Type:
Cement Faotor (aldcy):
Max. size Agg.(in.};
AdmixtuM:
Observed bY Kteinfelder
Measured
8lump(in.); n/a
Slump wlpla~tiol~er(In.): --
Air Temperature OF): 58
Mix Temperature ~F): 58
Air Content (%): --
Unit Weight (pcf}: --
Batch Size (cy):
Water Added (gal.)
'nme Ba~hed: 10:30
Field Cure Time: 24:1:4 hi's. Rh (%): 'nme Sampled: 10:3§ Time In Truck: 0: ~.,
~" : '"': ;: 'i :::: ":i'i! ::'~bOt~t°ryoata : :';':!i'::':;~,~ :~:~: :' ::~::'~:':;;h'::::' ' ' ::':
Sample Date Age Dimensions A~ Ultimate Load Oum~,,,,$a;Ve Required
Number Teeted (day~) Wd. HL Lan. (in') (lbs.) Strength (psi) Strength (pal)
200788 A 3120102 7 2 x 2 x' 2 4 4800 1130
200788 B 3/20/02 7 2 x 2 x 2 ..... 4 5400 ' '~350
200788 C 3/20i02 7 2 x 2 x 2 4 4800 1200
2007'~8 D 4/10102 28 x x , , 1800'
200788 E 4/10/02 28 x x 1800
200788 ' "F 4110/02 28 x x t800
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
Sob Sandy V. Aubrey Hallum Architects
John Millett, P.E, Millett Engineering Group
Reviewed eft 3121/02
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prior arrangements have been made, Ill HOLD sp~:imens will b~ di~ E required ~ le attained.
03/25/2002 09:08 9728700802 TRINITY ENGR-DALLAS
- Rep~ No.: 18
ATRINITY ENGINEERING/KLEINFELDER 2211 Century Center Blvd,
,, MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
PAGE
05/09
Report Dam: 3/21102
Report To: Greg McGahey
Rivemide Church of Christ
150 E. BeiUine Road
Coppell, TX 7501
Supplier:
Mix No.:
Design Strength: 1800 psi
Date Sampled: 3113/02
Sourge of Sample: East wall
Contractor:
Truck/Ticket:
Sampled By: M, Escalante
Submitted By: M, Escalante
Curing Method: Cure Room
Specimen Prop: Unbonded
Field Cum Tamp {CF) Hi: Lo:
Field Cure Time: 24t,4 hrs.
28 dey~
· Last Rei~-~ued un:
Date Received:
Weather.
Wind (MPH)
Rh (%):
Mix Data
Sample Data
ProJe~tNo.: 10645 ReL NO.: 302356
Project: Riverside Church of Christ
Copoefl, Texas
Phase:
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement F~:tor (eldey):
Max. Size Agg.(ln.):
Admixtures:
Obsewed bY Kle!flfelder:
Measured
Slump(in.): n/a
Slump wlpla~'dGi~er(In.):
Air Temperature ("Fi: 58
MIx Tempel~ttum (°F): 56
Air Content (%):
Unit W~gM (p~f): -- -
Bmh Size
Water Addod (gal.)
Time Beached: 10:30
Specified
Time Sampled: 10:35 Time Iff Truck: 0:5
Average ? Day Strength (psi): 1230
All fractures were conical in nature unless noted othemn{e.
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_
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prmr arrangements have been made, all HOLD specimens will be discarded if r~luired strength b attained,