Riverside Church-LR01103011/~11,,"2~Z~1 15: 4~ 97287~3~J802 TRINITY ENGR-D~LLAS PAGE 08
TRINITY ENGINEERING / KLEINFELDER
2211 Century Center Bivd. Suite 101. Irving, Texas 75062-
972-870-0808 Metro 972-9.~3-0398 Fax 972-870-0802
TO: Riverside Church of Christ PROJECT: Riverside Church of Christ
150 E. Belttine Road Coppett. Texas
Coppell, Texas 7,5019 Project No.: 10645
-- DAILY REPOR~' SUMMARY
REPORT DATE: 10/30/2001
WEATHER: Cloudy ; REPORT NO.: 1001347
TiME AR. RIVED: 7:30 AM TEST OATE; 10/23/2001
TIME DEPARTED: 4:30 PM Pa e 1 of 2
PROGRESS REPORT:
Trinity Engineering / Kleinfelder's representative errivecl at the job site at 7:30 am and began
drilling, 4 Piers were drilled and all were clean and dry. Concrete was poured to the appropriate depth.
Tests cylinders were made from Pier ~16.
Depth to Primary:
1. tnitial contact with primary
2. Depth casing set - penetration starts at this point
Contractors also poured concrete into grade beams.
cOPIES TO: 2- Cllent, Attn: Crag McGahey TRINITY ENGINEERING I KLEINFELDER
2- City of Coppell
Attn; La~ Davis .
A~: Lee S~ne
1- V. Aubrey Hallum ~hl~. A~: Bob Baby W~. Duane Harrell, P.E.
1- Mille. En~needng Group, A~: John MIIle~, P,E.
~e ~s~l~ $~ on thl~ re~ e~ fo~ Ibc ex~u~ u~ ~ Ihe ¢llenl far ~om t~ we~ ~b~ln~ aha 8PDly only to the ~mples te~[ed a.dt~r I~s~. ~ey are not Intend~ to be
i0/'31/2001 11.3:09 9728700802 TRINITY ENGR-D~LLAS PAGE 06
A Repo~ No.: 6
TRINITY ENGINEERINC/KLEINfELDER 2211 Century Center Bivd,
CONC~TE CYLINDER COMP~SSIVE ST~NGTH ,STM C39
Report Date: 10/~0/01 ka~t Reissues on:
Raped To; Greg McGahey
Riverside C~urch of Christ P~ No.: 10645 ae¢. No.:
150 5 Beltline Road Project: Riverside Church ~rist
Coppelr, Texas ~1~
N/A
COppell, TX ~5019
Mix Data' .Rep°~ed to Kleinfelder
Supplier: Basil Concrete Cement ~pe:
Mix No.: 230 Cement Factor (s~cy):
Max. 81~
Design Strength; 3000 psi ~ 28 days Admixtures:
· -. ,. '",:,: : ,: SampleData~ :" ?:~ObSe~ed, bY Kleinfelder :,, ,:,:~,~,,;::. ,. , ,.
Date Sampled: 10/16/01 Date Received: Measured Specified
Source of Sample; Pier ~7 Slump(in.}: 3 1/2 ....
Slump wlpla&tlcizer(In.): ......
Contractor: Air Temperature (~F): 64
Truck~icket: 110/89003515 Mix Temperature (~F): 76
Sampled By: C. Miller Air Con~nt (%): ......
5ubmiEed By: C. Miller Unit Weight (pcfl: ......
Curing Method: Cure Room Batch Size (cy): 10
Specimen Prep: Unbonded Weather: Wa~r Added (gal.) ~0
Field Cure Tamp (CF) Hi: Lo: Wind (MPH) Time Botched: 14:53
Field Cure Time: 24~4 h~. Rh (%): Time Sampled: 15;30 Time in Truck: 0:37
8ample Date AGe Dimensions A~ Ul~ma~ Load OomDres~lv~ Requi~d
Number Test~d (da~) Diam. Nt. L~n. {In') (Ibl,) Strength (pal) ~n~th (pal)
10ff087 Al 10/23/01 7 ~ 6 x ~2 x ...... , 28.27 122000 4310 ..........
101087 B, 10/23/01 7 6 x 12 ~ ~ 28.27 125~00 ~20
C
- 1~1087 11/13/01 28 X ........ X .... 3000
D] ..... , ..........
101087 11/13/01 28 x "~ 3000
Avenge 7 Day Strength (~i): 4370
All fractures were conical in nature unless noted otherwise.
Remarks:
cc: Wm. Buena Harreil, P.E.
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
Unless pnor arrangements have been made, all HOLD specimens will be discarded if required strength is attained.
~ndJng Out ~n appeal.
10./31/~801 13:09 9728780882 TRINITY ENGR-D~LL~S
Repo~. No.: 8
TI~INITY ENCINI~E]~INC/I(I. EINFELDER 2211 Century Center Bird.
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
Report Date: 1[;130/01 Last Reissued on:~~~1~
Repo~ To: Greg McGahey Project No.: 349
Riverside Church of Christ Project: ! Rivemide Church o~rist
150 E. Beltline Road ~Coppell,
Phase:
Coppell~ TX 75019 Permit No.:
' Mix Data RepOrted to Kleinfelder
Supplier: Basil Concrete Cement Type:
Mix No.: 230 Cement Factor (sP-Jcy):
Max. Size Agg.(in.):
Design Strength: 3000 p~i ~ 28 days Admixture:
'" SampleData :' Obse~d' bYKleinfeder'
Date Sampled: 10/19/01 Date Received: Measured Specified
Source of Sample: Pier #30 Slump(in.): 4 .....
Slump wlplaaflcizer(In,): .....
Contrac. tor: Air Temperature (eF): 74 - -
Truck/Ticket: 202 Mix Temperature CF}: 78 ....
Sampled By: C. Miller Air Content (%): .....
3ubmltted By; C, Miller unit Wetght (pcf): .....
Curing Method: Cure ROOIT1 Batch Size (cy): 10
Specimen Prep: Unbonded Weather: Water Added {gal.) 10
Field Cu~e Tamp CF) Hi: Lo: Wind (MPH) Time Batchsd: 14:46
Field Cure Time: 24+4 hrs. Rh (%): Time Sampled: 15:35 Time In Truck: 0; 49
Sample ii Date Age Dimensions Area ultimate Load Compressive Required
Number I Tested (days) Diam. Hr. Lan. (In~) (lbs.) Strength (psl) Strength (psi)
101135 A! 10/26/01 7 6 x 12 X 28.27 94000 3320
101135 Bt 10/26/01 7 e x 12 x .J, ~__28..2.7 ..... 96000
3400
101135 - C~l 11t16/0i 28 x x ....... 3000
Average 7 Day Strength (pal): 3380
All fractures were conical in nature unless noted ~therwise.
%
Reviewed on 10130101 by: '
cc: Wm. Duane Harrell, P,E,
David Turner K.B. Alexander- fax
Larry Davis City of Coppell - fax
Lee Stone Cib/of Coppell - fax
Bob Bandy V. Aubrey Hallum Architects
John Mille[t, P,E. Millett Engineering Group
Unless prior er~ngernenl~ have been made, all HOLD spa=linens will be discarded if ~equired strength te attained.
~nding o~ ~ff~ ap~vei
:[0/3:t/2PJD:;L 19:09 972S700802 TRTNTTV ENGR-DALLAS PAGE 03
Report
TRINITY ENGINEERING/KLEINFELDER 2211 Century Center Blvd,
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
Report Date: 10/30/01 Last Reissued on:
Report To: Greg McGahey
Riverside Church of Christ Project No.; 10645 Ref. No.: 1001350
150 E. BeJtfine Road Project: Riverside Church of Christ
Cop!cell, Texas
Phase: N/A
Coppell, TX 75019 Permit No.:
: Mix Data Reported to Kleinfelder
,Supplier: Beau Concrete Cement Type:
Mix No.: 230 Cement Factor (sldcy):
Max. Size Agg.(In,):
Design Strength: 3000 psi ~ 28 days Admixtures:
Sample Data ' Observed ;by Kleinfe'tder:
13ate Sampled: '[ 0/22/01 Date Received: Measured Specified
.3ource of Sample: Pier #38 Slump(In,): 5
Slump wlplestici~er(in.):
Contra~or: Air Temperature (°F): 82
TruckJTIcket: 202/89003746 MIx Temperature (°F): 81 ....
Sampled By: C. Miller Air Content (%): ......
Submitted By: C. Milier Unit Weight (pcf): ......
Curing Method: Cure Room Batch Size (cy): 10
Specimen Prep: Unbonded Weather: Water Added (gal.) 5
Field Cure Tamp (°F) Hi: Lo: Wind (MPH) Time Batc. hed: 1 §;24
Field Cure Time: 24±4 hrs. Rh (%): Time Sampled: 16:10 Time tn Truck:
Sample ] Date Age j Dimensions Area Ultimate Load Compreeelve Required
Number Tested (days) I Clam. Hr. Lan. (In') (Ib~.) Strength (psi) Strength (psi)
|-101-134- C, 11/19/0'1"i 28 x '" x ..........' 3000 ....
Average ? Day Strength (ps1): 3230
All fractures were conical in nature unless noted otherwise.
Remarks:
Reviewed on 10130101 by: ~v.~
cc: Wm. Duane Harrell, P.E.
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
Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength Is affatned,
Aea mutual ~¢ole~io~ ~ Duc ~ien~ ~ ~elve~, ell repose eubmiE~ am ~e ~dentl~i gmge~ of ou~ alienls and e~hofl~ll~ ~r g~bll~tlon ¢ ~at~ente. ~flauaiona, ar a~l ~ o~r m~ em maes4
18/.:,1/~EB1 13:83 9728788882 TRINITY EN6R-DALLAS PAGE 84
TRINITY ENGINEEI~INC/KLEINFELIDER 2211 Century Center Blvd,
,~,, ~,~,.1~,,~-¢,,,,,,,~.o.,~,,,,. Suite 101
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
Rzport Dats: ~0/30/~ Lsat Reissued on:
r~e~ort To: Gte9 McGahey
RiYer$ide Church of Christ Project no.: I0~45 Ref. no.: 100~243
1fi0 F, ~ltlin~ Road Project: Riwerside Church of Christ
(:;opp~ll, Te×z$
Phasa: N/A
Coppell, TX 75019 Permit No.:
" . : 1~iz,Data Reported to Kleinfelder
Supplier: Beall Concrete Cement Type:
MIx No.: 230 Cement Factor (sldcy):
Max. Size Agg.(tn.):
Design Strength: 3000 psi ~ 28 days Admixtures:
' Sample Da~a ; ;Observed by,Klemfelder ~, ,: i ,.'
Date 5am pled: 10/18/01 Date Received: Measured Specified
Source of Sample: Pier #35 Slump(in.): 8 ....
Slump w/plasticizer(in.); ......
Contractor: Air Temperature (°F}: 68
Tru~kFricket: 208/34749 Mix Temperature (=F): 74 ....
Sampled By: O. Miller Air Content (%): ......
Submitted By: C. Miller Unit Weight (pcf): ......
Curing MethOd: Cure Room Batch Size (cy): 10
8pecJrnen Prep: Unbonded Weather: Water Added (gal.) 5
Field Cure Tamp ("F) HI: Lo: Wind (MPH) 'rime BetGhed: 14:21
Field Cure Time: 24±4 hrs. Rh (%): Time Sampled: 15:35 Time In Truck: 1; 14
~ Sample Date Age I Dimensions Area Ultimate Load Compressive Required
[ Number Tested (days) Diam. Ht. Lan. (in=) (tbs.) Strength (psi) Strength {ps[)
~ ~01105 A 10/25/01 7 6 x ~2 x 2827 91000 3220
!__!01105 B 1'0-/'25/01 7 ~ 'x ~'" X 28.27 85000 30'i'b ' '
~ 101105 C~ 11/15/01 28 " x x 3000
101105 D 11/15/01 28 x x ...... 3000
AveCage 7 Day Strength (psi): 3120
All fractures were conical in nature unless noted otherwise.
Remarka:
cc: Wm. Ouane Harrell, P.E.
David Turner K.B. Alexander - fax
Larry Davis City of Coppelf - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
John Mi,eft, P.E. Millett Engineering Group
Unless prior arrangements have been made, ail HOLD specimens will be discarded If required strength is attained.
~e~:ling our wrifler~ approval.
10/':31/2881 13:09 9728788882 TRINITY ENGR-D~LL~S P~6K 85
Report No.: 4
Ti{INITY ENC, iNEEP, ING/KLEINFELDER 2211 Century Center Btvd,
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
Report Date: t0/30t01 La&t Reissued
Report To: Greg McGahey
Riverside Church of Christ Project No.: 10645 Ref, No.: 1001233
150 E, Beltline Road Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Coppel[, TX 7501@ permit No.:
Mix Data Reported to Kleinfelder
Supplier: Basil Concrete Cement Type:
Mix No.: 230 Cement Factor
Max...~lze Agg.(in.):
Design Strength: 3000 psi ~ 28 days Admixtures:
SamPle Data .... Obse~ed by:!:Kleinfelder
Date Sampled: 10/17/01 Date Received: Measured Specified
Source of Sample: Pier #41 Slump(In.): 4 '~/~- .....
Slump w/plasticizer(La.):
Contractor: Air Temperature (~F): 68 ....
Truclu'l'lcket: 89 Mix Temperature (eF): 74 ....
Sampled By: C, Miller Air Content (%}: ......
Submitted By: C. Miller Unit Weight (per): ......
Curing Method: Cure Room Batch Size (cy): 10
Specimen Prep: Unbonded Weather: Water Added (ga|.)
Field Cure Tamp (°F) Hi; Lo: Wind {MPH) Time Berthed: 14:17
Field Cure Time: 24~4 hrs. Rh (%): Time Sampled: 15-~0 Time Irt Truck: 1: 3
SampLe Date Age Dimensions Area Ultimate Load Compressive Required
Number Tested {days) Diam. Ht. Lan. (in~) (lbs.} Strength (pa/} Strength (psi)
101089 A 10/24t01 7 6.0~ x ~2 x 28.37 .1'18000"' 4160
--;101089 B 10724/01 7' 6.01 x' ~2 x 28.~¥ 115500 4070
101089 C 11/14/01 28 x x 3000
101089 D t 11/14/01 28 x x I 3000
Average ? Day Strength (p~i): 4120
All fractures were conical in nature unless noted otherwise.
Remarks:
cc: Wm. Duane Harrell. P.E.
David Turner K.B. Alexander - fax
Lar~ Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V, Aubrey Helium Architects
John Millett, P.E. Millett Engineering Group
Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained.