Riverside Church-LR020320 03/25/2002 89:88 9728700802 TRINITY ENGR-DALLAS
~' Report No.; 15
A TRINITY ENCIN£ERING/KLEINFliDER 2211 Century Center a[vd,
~ ~"'~"~'~"~'~"'~'"""~'"' Suite 10~
MORTAR C~E CO~SS~ ST~NGTfi ~PORT ASTM. C~b~'
Report Date: 3/20/02
Report To: Greg McGahey
Riverside Chumh of Chdst
150 E Beltline Road
Coppell, TX 75019
Supplier:
Mix No.:
Design Sb~n~th: 3600
Mix Data
Projeot No.: 10645 ~ef. No.: 302295
Project: Riverside Chumh of Chdst
Coppell, Texas
PhMe: N/A
Permit No.:
Roported to Kleinfelder
Cement Type:
Cement Factor (eldcy):
Max. Size Agg.(im):
Admixtures:
observed by Kleinfelde?
PAGE 86/89
28 day~
Sample Date
Date Sampled; 3/12/02 aato Received: 3/13/02 Meaaured Specified
8ource of 8ampla; LAne H to Line 1.6 60 Rolls of bH~x up Slump(in.): .....
Slump wlpleeUciz4r(In.):
Contractor: Air Teml~r~ ("F): 55
Truck/Tick~: Mix Temperature ('F): 57 - -
Sampled By: R. Picksns Air Contcnt (%): ....
Submitted By: R. Pickens Unit Weight (pcf):
Curing Method: Cure Room I~atoh Slz~ (ay): 0.5
Specimen Prep: Unbonded Weather: Water Added (gal.) 0
Field Cure Tamp ("f;) Hi; Lo; WIiid (Mad) Time Bitched: 9:40
Field Cum Time: 24+4 hl'~. Rh (%): Time Sampled: 9:42 Time In Truok: 0:2
Sample Date Age Dlmenetona Area Ultimate Load Cumpreaxlve Required
Number Teetcd (dayl) Wd. lit, Lan. (in~) (ibc,) SU~ngth (1~1) Strength (pal)
200722 A 3/~ 9102 7 2 x 2 x '""2' ~4 7900 1980
200722 B 3/19102 7 2 x 2 x 2 4 8000 2000
200722 C 3/19/02 7 2 x 2 x 2 4 7600 1900
200722 D 4/9t02 28 x x
200722 E 4/9/02 28 x x
200722 F i . 419102 28 x x
All fractures were conical in nature unless noted otherwi~se.
Remarks:
CC:
David Turner K.B. Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone Cit~ of Coppell - fax
Bob Bandy V. Aubray Helium Architects
John Millett. P.E. Millett Engineering Group
Reviewed on 3/20/02 ~,¥:
Wm. Duano Harrell, P.E.
Senior Consultant
Unless prior a~mngemants have been made. all HOLD ~oecirmms will be discarded if required strength is atlained.
07/25/2002 09:08 9?28?00802 TRINITY ENGR-DALLAS
Report No.: 15
TRINITY ENGINEERING/KLEtNFELDER 2211 Century Center Blvd,
.~, ..,=~lr.~ ,~l~:,,~,~*' Suite 101
M'~ C~ CO~SS~ S~NGTH ~RT ASTM C109
PAGE 07/09
Report Date: 3/20102
Report To: Greg McGahey
Riverside Church of Christ
150 E, BeltJine Road
Coppefl, TX 75019
Supplier: --
Mix No.: #1
Design StTength:
Date Sampled:
Source of Sample:
3600 pel ~ 28 says
3/12/02
Une H to Line t .6 60 Rolls of btic.k up
Sampled By: R. Picksns
Submitted By: R. Pickens
Curing Method: Cure Room
Specimen Prep; Unbonded
Field Cum Tamp (°F) Hi: LO:
Field Cure Time: 24+4 hiS.
Laet Rei~-~ued on:
Samplt Data
Date Re=saved: 3/13102
Project No.: 10645 t~f. No.: 302295
Project: Riverside Church of Chdst
Coppell, Texas
Ph~.~e: N/A
Permit No.:
Mix Data ,Rapor~KI to Kleinfelder
Cement Type:
Cement Factor (slEW):
Max. SI~,J Agg.(In.):
Admixtures:
: Observed by Kleinfelder
Measured Specified
Slump(In.): ......
Slump vdpte~clzer(Ino): .....
Air Temperature (°F): 55 -- --
Mix Temperature (°F): 57 -- -
Air Content (%): ......
U~lt Weight (pcf): .....
Bat=h $i~ (~): 0.5
Water Added (gel.) 0
Time Ba~ched: 9:40
Time Semplod: 9:42 Time in Truck: 0:2
Average 7 Dly Strength (p~i): t980
we~the~
Wind (MPH)
Rh (%):
All fractures were conical in nature unless noted otherwi.ke,
Rema~s:
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. Miller Engineedng Group
Reviewed on 3/20/02 by:
Wm. Duane Harrell, P.E,
Senior Consultant
Unless prior arrangements have i~een m~de, ell HOLD apK. imena will be diseased if required strength ls attained.
03/25/2002 09:08 9728700802
TRINITY ENGIN[FRING/KLEINFFLDER
TRINITY ENGR-DALLAS
2211Cen~ryCenter Blvd,
Suite101
Repo~ No.: 16
PAGE 08/09
MORTAR CUBE COMPRESSIVE ~'rI~ENGTH REPORT ASTM C109
Report Date: 3/20/02
Report To: Greg MoGahey
Riverside Church Of Christ Project No.: 10645 Ref. ,o.: 202336
150 E. Beltline Road Praiser: Riverside Church of Christ
Coppell, Texas
Phis: N/A
Coppell, TX 75019 pan.It No.:
Mix Data Repotted to Kleinfelder
Supplier: n/a Cement Type;
Mix NO.: .. Cement Faotor (eidcy):
M~x, Size Agg.(in.):
Design Strength: 1800 WI ~ 28 da~s AdmixWret;
Sample Data Observed by Kleinfelder
Dam Sampled: 2/1 B/02 Dam ~c&lved: Me.lured Spe0ifien
Spume of Simple: 2nd level - North side wall Slump(in,):
Slump wlpla~tlcl~r(in.): .....
Contractor: Air Tempenltum ("F): 50
Truck/Ticket: MIx Temperature (~F): 55
Sampled By: 8. Wilson Air Content (%):
Submitted By: 3. Wilson Ueit Weight (pGf): -- _ _
Curing Method: Cure Room Batch alze (cy):
Specimen Prep: Unbonded Weather. Water Added (gal.)
Field Cure Tamp (~F) Hi: Lo: Wind (MPH) Time Bat~hed: 06:00
Field Cure Time: 24~:4 hl'~. Rh (%): TiN Sampled: 08:30 Time In Truck: 0:30
Last I~lr~ued on:
Sample Dele Age Dimensions Ama Ultlma~e I,~ad Compmulv~ Required
Number Tepid (day~) Wd. HL Len, (in~) (Ib~.) strength (p~i) Strength (p~l)
200506 A 2/25/02 7 2 x 2 X 2 ...... 4 6600 1650
200506 B 2/25/02 7 ; x 2 x 2 4 6500 ' '~630
200806 C 2/25/02 7 x x ......
200506 D 3/18102 28 :'" x ""2 x 2 4 7900 1980 '" 1800
200506 """E 3/15/02 28 2 x 2 x 2 4 8100 2030 1800
200506 F 3/18/02 28 2 x 2 x 2 4 85~(~ 2130 1800
All fraGtures were conical in nature unless noted otherwise.
Remarka:
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
Revlewedon ~02 by:
Wm. Duans HarrsII, P,IE.
Senior Consultant
Unless prior arrangements have been made, ell HOLD specimens will be di.~anJe~l if required strength i~ attained.
TRINITY ENCINEi:RING/KI RNI:ELDER
TRINITY ENGR -DALLAS
2211 Century Center BIvd,
Suite 101
Repo~ No.: 15
PAGE
09/09
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: $/20/02
Report To: Grog McGahey
Riverside Church of Christ
150 E, Beltline Road
Coppetl, TX 75019
Supplier: n/a
Oe~ignetrength: 1800 pei~ 28 days
Date Sampled: 2/18/02
Source of 8ample: 2nd I~el - No~ a~e ~11
LaM I~iGiued on:
Date Received:
Wl~4then
Wind (MPH)
Rh (%):
Mix Data
Sample Data
Project No.:
Project:
10645 Ref, I~o.: 202336
Riverside Church of Christ
Coppell, Texas
Phaee: N/A
Pemlit No.:
Reported. to Kleinfelder
Cement Type:
Cenlent Factor
Max. Sl~e AGg.(In.):
Admixtum.~:
Ob'~erved by Kleinfelder
Measured Speoified
81umw(In.): .....
Slump wlplaetlclzer(in.): ......
Air Tem~ra~m C~: 50 - --
Mix T~m ~: 55 -- --
Air Con~ (%): .....
u~ W~gM (~: .....
Beth ~ (~):
Wa~r ~ded (gal.)
~e Ba~: 08:00
~ ~: 08:30
Time In Truck: 0:30
LaborltoryData:: i ~ :.~:':: ~: :! ;'; ~
Awrage aS Da~ StrenGth (1~1): I aO~O J
Contractor:
Truck/Ticket:
Sampled By; S. Wilson
Submitted By: S. Wil~on
Curing Me.od: Cure
a~lmen Prop: Un~nded
Field Cum Temp ~) Hi; Lo:
Field Cum ~me: 24~4
All fractures were conical in nature unless noted othen~ibe.
Remarl~:
CC:
David Tumer K.B. Alexander - fax
Lan'y Davis 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 3/20/02
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prior arrangements have been made, all HOLD specimens will be d~rde~ if required ~rength is e~alned.