Riverside Church-LR011022 TRINITY ENGINEERING / KLEINFELDER
2211 Century Center Bivd, Suite 101, irving, Texas 7.~062
972-870.0808 Metro 972-953-0398 Fax 972~870-0802
TO: Riverside Church of Christ PROJECT: Riverside Church of Christ
150 E. Beltline Road Coppell, Texas
Coppell, Texas 75019 Project No.: 10645
RI=PORT DATE: 10t2212001
REPORT NO.: 1001243
Page 1 of_ 2 .....
Test date: 10/18/2001
Technician: C. Miller
Trinity Engineering t Klelnfelder's representative was on the job site to perform the following work:
4 Piers: 2-24", and 2-18"
Depth to primary:
1. Depth to primary - original
2. Depth at which casing set. Penatratlon staffed at this point.
COPIES TO: 2- Client, Attn: Greg McGahey TRINITY ENGINEERING i KLEINFELDER
1- K.B. Alexander, Attn: David Turner
Attn: La~ Davie - (
Affn: Lee Stone
1- V. Aubmy Helium ~chitec~, Affn: Bob Bandy Wm. Duane Harreit, P.E.
1- MIIleff Englne~ng Group, Affn: John Mlileff, P.E.
~e rea~ ~o~ on I~ m~o~ ere for t~e exclusive uae ~ the dlenl for ~om ~ey were ~tain~ ~d a~y ~ly to t~ s~s lesled a~o¢ Inspe~ed. Th~ a~ n~ inl~eea to be
10/24/200! 12:12 9728?00802 TRINITY ENGR-DALLAS PAGE 03
,~ 2211 Cerl[ury Center Blvd., Suite 101, Irving, Texas 75052
97:2-870-0808 Metro 972-953-0398 Fax 972-870-0802
STRAIGHT SHAFT PIER REPO~
TO: Riverside Church of Christ PROJEC'~' Riverside Church of Chr~t
150 E. Beitline Road (' _Cop, pe. IIL.Tex.a.s /'
Coppel], Texas 75019 ~Project No,: 10~1~
Test Date: 10/18/2001 Report Date: 10/22/2001
Technician: C. Miller Report No: 1001243 Page 2 of 2
, 'iDE. NTiFiCATiON ......
MARK 26 33 35 34
SHAFT DIAMETER
PLAN/ACTUAL 24"/28" 18"/22" 24"/28" 18"/22"
TOP OF 3' BELOW 3' BELOW 3' BELO-W ..... :~"BELOW
PIER ELEVATION ' FLOOR FINISH FLOOR FINISH FLOOR FINISH FLOOR FINISH
DEPTH TO PRIMARY 31.0'/30.0' 33.3'/30.5' 32.6'/30.5' 32.7?30.5'
TOTAL DEPTH OF PIER 36.4' 38.4' 38.0' 38.2'
PRIMARY PENETRATION
PLAN/ACTUAL 5,0'/5.4' 5.0'/5.1' 5.0'/5.1' 5.0'/5.5'
STEEL CASING
DIAMETER / DEPTH 24"/28' 18"/31' 24"/29' 18"/29'
PLUMBNESS VARIATION WITHIN WITHIN WITHIN WITHIN
TOLERANCE TOLERANCE TOLERANCE TOLERANCE
TIME DRILLING COMPLETED 9:45 AM 12:05 PM 1:40 PM 3:15 PM
STEEL
CAGE LENGTH 35.0' 37.6' 37.0' 37.0'
REBAR QUAN,/SIZE 35/~3 25/~3 3'~/~3 25/#3
HORIZONTALNERTICAL 6/#5 6,~4 $/#~
CONDIT[ON OF PIER CLEAN CLEAN CLEAN CLEAN
BEFORE CONCRETE DRY DRY DRY DRY
TIME CONCRETE PLACEMENT 10:15 AM 3:55 PM 3:25 PM 4:10 PM
Remarks: ' - Top of pier elevation obtained from construction drawings
Reports to:
2- Client, Attn: Greg McGahey
1- K.B, Alexander, Attn; David Turner TRINITY ENGINEERING I KLEINFELDER
Attn: Lam/Davis
At'tn: Lee Stone
1- V. Aubrey Hallum ,-%'~hite~s, Attn; BeD Bandy
1- Millett Engineering Group, Attn: John Millett, P.E. Wm. Duane Harrell, P.E.
TRINITY ENGINEERING I KLEINFELDER
2211 Century Center Blvd. Suite 101, Irving, Texas 7'5062
972-870-0808 Metro 972-953-0398 Fax 972-870-0802
TO: Riverside Church of Christ PROJECT; Riverside Church of Christ
150 E. Beltline Road Coppell, Texas
Coppell, Texas 75019 Project No.: 10645
REPORT DATE: 10/22/2001
REPORT NO.: 1001234
Test date: 10/16/2001
Technician: C. Miller
Trinity Engineering / Kleinfelder's representative was on the job site to drill piers. Started work
on pier ~f48, plans call for 30" pier but the casing diameter was 32". Water was encountered in a sand
and gravel layer just above the bearing strata. The casing was set into the top of the bearing strata and
the pier was finished with a 30" hole. After cleaning the pier steel was set and the pier was filled with
concrete.
Test cylinders were made for the concrete in pier ff47.
COPIES TO: 2- Client, Attn; Greg McGahey TRINITY ENGINEERING i KLElNFELDER
2- City of Co~pell (fax)
Attn; Larry Davis ......
A~: Lee Sto~e
1- V. Aubmy Helium Archl~c~, A~: ~b Bandy W~, Duane Harrell, P.E.
1- MIIleff Englneeflng Group. A~n: J~n Milleff,
TRl ll¥ E GINI=£RI G I
2211 Century Center Blvd,, Suite 101, Irving, Texas 75062
972-870-0808 Metro 972-953-0398 Fax 972.870-0802
STRAIGHT SHAFT PIER REPORT
TO: Riverside Church of Christ PROJECT: Riverside Church of Christ
150 E Beltline Road Coppe[I, Texas
Coppell, Texas 75019 Project No.' 10645
Test Date: 10/16/2001 Report Date; 10t22/2001
Technician: C. Miller Report No: 1001234 Page 2 of 2
IDENTiFIGAT'IC~ ..... '
MARK 48 47
SHAFT DIAMETER
P LAN/ACT UAL 30"/32" 30"/32"
...... TOP OF' ........ 2,$, BELOw 2.6' BELOW -
PIER ELEVATION ~ FINISH FLOOR FINISH FLO~)R
DEPTH TO PRIMARY 32.1'/28.0' 32.1'/30.0'
TOTAL DEPTH OF PIER 37.5' 38.2'
PRIMARYPENETRATION
PLAN/ACTUAL 5.0'/5.4' 5.0'/6.1'
STEEL CASING
DIAMETER / DEPTH 30"/30.0' 30"/30.0'
PLUMBNES$ VARIATION WITHIN WITHIN
TOLERANCE TOLERANCE
TIME DRILLING COMPLETED 11:45 AM 2:24 PM
STEEL
CAGE LENGTH 33.5' 38.0'
REBAR QUAN./SIZE 35/~3 3e/~:~ ....
HORIZONTAL/VERTICAL g/~ g/#$
CO~blTI'ON OF PIER CLEAN CLEAN .....
BEFORE CONCRETE DRY DRY
TIME CONCRETE PLACEMENT 1:20 PM 3:25 PM
Remarks: - Top of pier elevation obtained from construction drawings
Reporte to:
2- C~ient, Attn; Greg MFGahey
1- K.B. Alexander, Affn: David Turner TRINITY ENGINEERING I KLEINFELDER
Attn: Larry Davis
Attn: Lee Stone
1- V. Aubrey Hallum Architects, Attn: Bob Bandy ...........
1- MIIlett Engine®ring Group, Attn: John M[llett, P.E. Will, Duane Harrell, P.E.
10/24/2001 12:12 9728700802 TRINITY ENGR-DALL~S PAGE
A TRINITY ENGINEERING / KLEINFELDER
2211 Century Center Blvd, Suite 101, Irving, Texas 75062
~ 972-870-0508 Metro 972-953-0398 Fax 972-870-0802
TO: Riverside Church of Christ PROJECT: Riverside Church of Christ
150 E. Beltline Road Coppell, Texas
Coppell0 Texas 75019 Project No.: 10645
REPORT DATE: 10/22/2001
REPORT NO,: 1001233
............ . .... , .......... Pa~e 1 of 2
Test date: 10/17/2001
Technician: C, Miller
Trinity Engineering / Kleinfelder's representative was on the job site to perform the following work:
4 - Piers: 2 - 30", and 2 - 18"
Depth to primary:
1. Initial depth to primary.
2. Depth casing set - penetration of primary started at this point.
The following is a brief account of the days events.
Drilling sump hole for pier #37, pier driller hit andJ'uptured the new gas line. The line was not
charged but will have to be repaired,
Drilling sump hole for pier #39, pier driller hi.~t and broke the phone line for R.C,C.
Drilling pier ~40, pier drilIer hit a water line.
Drilling pier ~v, 1 pier driller hit but did not dama~le an electrical line.
COPIES TO: 2- Client, Attn: Greg McGahey TRINITY ENGINEERING I KLEINFELDER
1- K.B. Alexander, Attn: David Turner
Attn: Larry Davis ·
Attn: Lee Stone
1-V. Aubrey Helium ArChitect~, ^ttn: BOI~ Bandy Wm. Duane Ha~rell0 P.E.
1. MIIlett Engineering Group. Attn; John MIIlett, P,E.
A TRINITY ENGINEERING / KLEINFELDER
2211 Century Canter Blvcl., Suite 10"1, Irving, Texas 75062
97~-870~0808 Metro 972-~53-0398 Fax 972-870-0802
STRAIGHT SHAFT PIER REPORT
TO: Riverside Church of Christ PROJECT: Riverside Church of Ctlrist
150 E. Beltline Road Coppell, Texas
Coppell, Texas 75019 Project No.: 10645
Test Date: 10/17/2001 Report Date:
Technician: C. Miller Report No: 1001233 Page 2 of 2
IDi~i~ITi't~iC'A~-'i'bN .............. .. ..... ,. ,,.. ,.
MARK 37 36 40 41
SHAFT DIAMETER "
PLAN/ACTUAL 30"/32" 30"/32" 18"122" 18"I22"
TOPOF '3. o' BEL'~W 3.0' BELOW" 3.0' BELOW 3.0' BELOW
PIER ELEVATION ' FLOOR FINISH FLOOR FINISH FLOOR FINISH FLOOR FINISH
DEPTH TO PRIMARY 32,5731.5' 31.8'/30,0' 32.4'/30.4' 32,4731.2'
TOTAL DEPTH OF PIER 37,5' 37,6' 38.1' 38.5'
PRIMARY PENETRATION .......
PLAN/ACTUAL 5.0'/5,0' 5,0'/5,8' 5.0?5.7' 5.0'/6,1'
STEEL CASING
DIAMETER / DEPTH 30'/30.0' 30?30.0' 30'I30.0' 30'/30.0'
PLUMBNESS VARIATION WITHIN WITHIN WITHIN WITHIN
TOLERANCE TOLERANCE TOLERANCE TOLERANCE
TIME DRILLING COMPLETED 8:50 AM 9:55 AM 12:05 PM 2:33 PM
STEEL ' '
CAGE LENGTH 34.6' 38,0' 360' 360'
REBAR (~iJ~N.)SIZE 37/~3 38//~3 25/~3 24/#3 ....
HORIZONTALNERTICAL
CONDITION OF PIER CLEAN CLEAN CLEAN '" CLEAN
BEFORE CONCRETE DRY DRY DRY DRY
TIME CONCRETE PLACEMENT 11:35 AM 10:12 AM 4:00 PM 3:10 PM
~emarks: - Top of pier elevation obtained from construction drawings
Reports to:
2- Client, At[n: Gceg McGahey
1- K.R. Alexander, Attn: David Turner TRINITY ENGINEERING / KLEINFELDER
Attn: Larry Davis
Attn: Lee Stone
1 - V. Aubrey Helium Architects, A~tn: Bob Bandy "'
1- Millett Engineering Group, Attn: John Mtltett, P.E. WITh Duane Harrell, P.E.
II