Riverside Church-LR020312~3,/18/2002 16:34 8728708802 TRINITY ENGR-DAL~LAS PAGE 02/04
ATRINITY ENGINEERING TESTING CORPORATION
Construction Observation Report
Client ~ Prolect No. -
~ ~ ~f Permit NO,
ReCewed by Date Reviewed
Tim- O~,~ed
Travel Time
Masonry ~ Batct~ plant -- Foundations ~ Concrete
Welding ',~ Remfomement Steel -- Fireproofing -- Soil
Bolting ~ Pre-Post Tensioned Tendon -- Metal Decking '-_~ Other
Documents Referenced
F t (4/01)
83/07/2882 15:34 97287~8802
TRINITY ENGR-DALLAS
2211 Century Center Blvd,
Suite 101
Report No.: 28
PAGE 82
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 3/7/02
Report To: Greg McGahey
Riverside Church of Christ
150 E. Beltline Road
Coppell. TX 75019
Supplier: ~/~
Mix NO.: --
Design Strength: 1800 psi ~
Last Reissued on:
28 days
Mix Data
Sample Data
project .o.: ~ ReP. No.: 20233~
Project: ,dCR'iverslde Church of Christ
(Coppell, Texas J
Permit No,:~
Reported to Kieinfelder
Cement Type:
Cement Factor (s~cy):
Max, Size Agg,(in.):
Admlxture~;
Obse~ed by Kleinfe]der
Date Sampled: 2/25/02 Date Received: Measured 8peclfled
SourGe of Sample: East wall Slump(in.): ......
Slump w/plasticizer(In,):
Contractor: Air Temperature (°F): 45 ....
Truck/Ticket: MIx Temperature (DF): 55 ....
Sampled By: M, Escalante Air Content (%): ......
Submitted By! M Escalante Unit Weight (pcf): ......
Curing Method; Cure PxOOIT~ Batch Size (cy):
Specimen Prep: Unhanded Weather: Water Added (gal.)
Field Cure Tamp (°F) HI: Lo: Wind (MPH) Time matched: 0g;00
' , , LaboratOrY Data : ~ ' / : I
'S'ample Date Age Dimensions Area Ultimate Load' r Compr/ess~ve I I "Rsclulred
Number Tested (days) Wd. Hr. Lan. (ina) (lbs.) Strength (psi) Strength (psi)
2'(~0508 A 3/4/02 7 2 "'~(' z x 2 4 7000 I 1750 ........
200508 B 3/4/02 7 2 x 2 x ' 2 ~ 4 i "~00'0 1750
200508 O 3'4'02 7 2 x 2 X2 4 6800 ~17,00 / ~
-~00508 D, 3/25/02 ~ ~. x x ..... 1800
200508 E 3/25/02 28 x x ........ 1800
200508F 3/25/02 28 _ x x ~ 1800
AliRemarks:fractures were conical~e'16in nature unless noted ~ ~"'°therwiAe' ~ Rei~~~d 0~~3/7102 by:
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, PE Miller( Engineering Group
Wm. Duane Harrell, P.E.
Senior Consultant
Unless ~sdor arrangements have been made, all HOLD specimens will be di~arded If required strength is attained
T~INITY ENGINEERING/[LEI~ .BER
T~I~IT¥ ENGR-D~L~S
Report No.: 28
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Last Reissued on:
Mix Data Reported to Klein/elder
Cement Type:
Cement Farter
Max. Size Agg.(in.):
28 days Admixtures:
Observed by Klein/elder
Report Date: 3/7/(}2
Report To: Greg McGahey
Riverside Church of Christ
150 E Beltline Road
Coppell, TX 75019
Supplier: ~/a
Mix No.:
Design Strength;
Sample Data
Date Sampled: 2/25/02 Date Received: Measured Specified
Source of Sample: EaSt waif Slump(in.);
8lump w/plasticizer(In.):
ContraCtor: Air Temperature (°F): 45 ....
TrucVJTicket: Mix Temperature (°F): 55
Sampled By: M. Escala~te Air Content (%):
Submitted By: M. Escalante Unit Weight (pc/):
Curing Method: Cure Room Batch Size (cy):
Specimen Prep: Unbonded Weather: Water Added (gal.)
Field Cure Temp {°F) Hi; LO: Wind (MPH) Time Batched: 09:00
F;eld Cure Time: 24+4 hfs. Rh (%): Time Sampled: 09:15 Time In Truck: 0:15
Laboratory Data
Average 7 Day Strength (psi): 1730
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 Df CopPell - fax
Bob Bandy V Aubrey Hallurn Architects
John MiIletL P,E. Millett Engineering Group
Reviewed on 3/7/02 by:
Wm. Duane NarretL P,E,
Senior Consultant
Unless prior arrangements have been mede, ell HOLD specimens will be discarded If required strength i$ efta/ned,
T~INITY
~11 ~ntury ~ntBr
Suit~ 10~
Report No.: 15
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
P~GE 04
Report Cate: 3/7/02 Last Reissued on: o~~~
Report To: Greg McGahey
Riverside Church of Christ pr
150 E. BeJtfine Road
Coppell, TX 75019 Mix Data Pe~r~
Supplier: n/a Cement Type:
Mix No.: ,. Cement Factor (skJcy):
Max. Size Agg.(in.):
Design Strength; 1800 psl~ 28 days Admixtures:
Sample Data Observed by Kleinfelder
Cate Sampled: 2/22/02 Date Received: Measured Specified
Source of Sample: Slump(in.):
Slump wlptastioizer(in.): ......
Contractor: Air Temperature (°F): 50 ....
Truck/Ticket: Mix Temperature (°F): 50
Sampled By: P, Wilson Air Content (%): ......
Submitted By: P. Wilson Unit Weight (pct,: ......
Curing Method; Cure Room Batch SIze
Specimen Prep: Unbonded Weather: Water Added (gal.)
Field Cure Tamp (°F) Hi: Lo: Wind (MPH) Time Batghed:
Field Cure Time: 24±4 hrs. Rh (%): Time Sampled: Time in Truck:
i~ Sample Date ,] Age Dimensions Ares Ultimate Load Compressive Required
Number Teated ' (days) Wd. Hr. Lea. (In') (lbs.) pp~Strength (psi) /Strength (psi)
;;?00507 A 3/1/02 7 , = "" x z x 2 ~ a "'~5300' 1330
200507" B 3/1/02 ~" ~ 2 x 2 x 2 4 6000 ' 1500 /
200507 0 3/1/022 7 , 2 x 2 x 2 4 , 5500 1380/ "'L~..~
-200507 D 3/2210228I x x ! [ 1800
200507 E 3/22/02 28 x x ~ / i 1800
~'0'0'507 F 3/22/02 28 x x ..... ~ [ 1800
All fractures were conical in nature unless noted otherwise.
Reviewed on 317102 by:
CC:
David Turner K.B. Alexander- fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Architect8
John Millet:, P.E, Millett Engineering Group
Wm Duane Harrell, P.E.
Senior Consultant
L!nleas prior arrangements have been made. all HOLD specimens will be discarded if required strength ia attained,
03/07/2002 15~34 9?28?00802
TI~INITY ENCiNERING/KU~IN~
TRINITY ENGR-DALLAS
)ER Report No~ 15
2211 Century Center BIvd,
Suite 101
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Repor~ Data: 3/7/02 Last Reissued on:
PAGE
05
Report To: Greg McGahey
Riverside Church of Christ
150 E Reltline Road
CoppelI, TX 75019
Supplier: n/a
Mix NO.: --
Design Strength: 1800 psi I~
Date Sampled; 2/22/02
Source of Sample:
Truck/Ticket;
Sampled ay: P, WilsOn
SubmRted By: ~. Wilson
Curing Method: Cure Room
Specimen Prep: Unbonded
Field Cure Tomp (~F) Hi: Lo:
Field Cum Time: 244-4 ~lrs,
28 days
Date Received:
Weather:
Wind (MPH)
Rh (%):
Mix Data
Sample Data
Project No.: 10645 Rof, No.: 202335
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 :Kleinfelder
LabOratOry Data ' ;;
,
Average 7 Day Strength (pet):
Measured Specified
Slump(in.);
Slump wlpJastlclzer(in.):
Air Temperature CF): 50
Mix Temperature (°F): 50 ....
Air Content (%): ......
Unit Weight (pcf):
Batch Size {cy):
Water Added (gaL)
Time aatched:
Time Sampled: Time In Truck:
1400
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 Miflett, P,E. Millett Engineering Group
Reviewed on 317/02 by:
Wm. Duane Harrell, P,E
Senior Consultant
Unless pnor arrangements have been made, all HOLD specimens will be discarded if redul~ed strength is attained.