Riverside Church-LR01103111/'81/2881 15:48 9728788882 TR];N];TY ENGR-DALLAS PAGE 82
A TRINITY ENGINEERING / KLEINFELDER
2211 Century Center Blvd, Suite 101, Irving, Texas 75062
~ 972.870-0808 Metro 972-953-0398 Fax 972-§70-0802
TO: Riverside Church of Christ PROJECT: Riverside Church of Christ
150 E Beltline Road Coppell, Texas
Coppell, Texas 75019 Project No.: 10645
REPORT DATE; 10/31/2001
REPORT NO.: '~001370
Test date: l_.0/24(2001
Technician: C, Miller
Trinity Engineering / K[einfelder's representative was on the job site for pier drilling.
Pier ¢,--45 was drilled it was the final pier for the job. The pier was clean and dry before concrete was
poured. 1 set of cylinders were made.
Depth to Primary:
1. Initial depth to primary
2. Depth casing set, penetration starts here.
COPIES TO: 2- Client. Attn: Greg McGahey TRINITY ENGINEERING I KLE1NFELDER
1- K.B. Alexander, Affn: David Turner
AUn: La~ Davis . '
A~: Lee
1- V. Aubrey Helium Amhltec~, A~: Bob Bandy Wm. Duane Harrell, P
1- Mille~ Engineeflng Group, At~: John Mille~.
11,,'"£'i1,,~'2r301 15:40 972870t~802 TRINITY ENGR-D~LL~S PAGE 03
TRINITY ENGINEERING / KLEINFELDER
221 ~i Century Center B, Ivd,, .Suite 101, Irvirtg, Texas 75067_
972-870-0806 Metro {)72-~53-0398 Fax 972-870-0802
STRAIGHT SHAFT PIER REPORT
TO: Riverside Church of Christ PROJECT; Riverside Church of Christ
150 E. Beltline Road Coppell, Texas
Coppell, Texas 75019 Project No.: 10645
Test Date: 10/24/2001 Report Date: ~10/31/2001
Technician: C. Miller Report No: 1001370 Page 2 of 2
I DENTI FI CATION ..............
MARK 45
SHAFT DIAMETER .......
PLAN/ACTUAL 18"/22"
TOP OI¢'" 3' froth' ' ....
PIER ELEVATION ~ finished floor
DEPTH TO PRIMARY 30,5'/32.1'
TOTAL DEPTH OF PIER 37.1'
PRIMARY PEN ETi~'ATION
PLAN/ACTUAL 5.0?5.0'
DEPTH AND
DIAMETER OF CASING 18"/29,0'
PLUMBNESS VARIATION WITHIN
TOLERANCE
TiME DRILLING COMPLETED 8:45 AM
STEEL ..............
CAGE LENGTH 36.0'
REBAR QUAN./SIZE ~'4'~3 ....
HOR,IZONTALNERTICAL 6~t4
CONDITION OF PIER CLEAN ....
BEFORE CONCRETE DRY
TIME CONCRETE PLACEMENT 10:20 AM
Remarks: ' - Top of pier elevation obtained from construction drawings
Reports to:
2- Client, Attn: Greg Mc, Gahey
1- K.B. Alexender, Affn: David Turner TRINITY ENGINEERING I KLEINFELDER
2- City of Coppell (fax)
Attn: Lar,'y Davis
Attn: Lee Stone
1- V. Aubrey Helium A~hltects, Attn: Bob Bandy .......
1-MIIlett Engineering Group, Attn: John Millet-t, P.E, Win. Duane Harrell, P.E.
TRINITY ENGINEERING / KLEINFELDER
2211 Cer~tuty Center Bivd, 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. Belttine Road Coppe[I, Texas
Coppell, Texas 75019 Project No.: 10645
; REPORT DATE: 10/31/'2001
REPORT NO.: 1001350
............. Page 1 of 2
Test date: 10122/2001
Technician: C. Milter
Trinity Engineering I Kleinfelder's representative was on the job site for pier drilling. 5 piers were
drilled on this date. All piers were clean and dry before steel and concrete were added.
Depth to Primary:
1. Initial contact with Primary
2. Depth of casing: penetration starts at this point.
Cylinders were made from Pier #38
Also contractor poured 2 short sections of grade beam.
COPIES TO: 2- Client, Attn: Gre;l McGahey TEINITY ENGINEERING I KLEINFELDER
2- City of Coppell (fax)
Attn: Larry Davis ,
A~tJ'~: Lee Stone
1- V. Aubrey Hallum Archltect~, ^~tn; Bob Bandy Wm. Duane Harrell, P.E.
1- Millett Engineering Group, Attn: John MIIlett, P.E.
Tn~ ~.ult* shcrw~ On ~le reDort are i~r th~ exci'uslve use of the ¢Jien~
TRINITY ENGINEERING / KLEINFELDER
22'11 Century Center Blvd., Suite 101, t~lng, Texas 7,5062
g72-570.0808 Metro 972-{)53-0398 Fax 972~870-08P_,2
STRAIGHT SHAFT PIER REPORT
TO: Riverside Church of Christ PROJECT: Riverside Church of Christ
150 E. Beltline Road Coppell, Texas
Coppefl, Texas 75019 Project No,' 10645
Test Date: 10/22/2001 Report Date: 10/31/2001
Technician: C. Miller Rel~ort No: 1001550 Page 2 of 2
.... iDE'NTiFi~,ATiON ......
MARK 29 28 44 43 38
SHAFT 'DIAMETER .......
P LAN/ACTUAL 18"/22" 18"/22" 18"/22" 18"122" 30"/32"
TOP OF 3, b[e~w 3, b~eow 3-;--bl~w . 3, bleow 3' bleow ................
PIER ELEVATION ~ finish f~oor finish floor finish floor ,., finish floor finish floor
DEPTH TO PRIMARY 30.5'/32,3' 30.5'/32.5' 30.8'/32.7' 30.8'/32.7' 29.5'/31.3'
TOTAL DEPTH OF PIER 38.2' 38.1' 38.0' 38,2' 36.4'
P RI MARY "P"F."N ETRATION '
PLAN/ACTUAL 5,0'/5.9' 5.0'/5.6' 5.0'/53' 5.0'/5,5' 5.0?5.
DEPTH-AND '"
DIAMETER OF CASING 18"/29.0° 18"/31.0' 18'731,0' 18"/29.0' 30"/30'0
WITHIN WITHIN'' WITHIN ..... WITHIN WITHIN
PLUMBNESS VARIATION
., TOLERANC., ,E TOLERANCE TOLERANCE TOLERANCE TOLERANCE
TIME DRILLING COMPLETED 8:40 AM 9:27 AM 11:42 AM 1:13 PM 2:35 PM
'STEEL ........
CAGE LENGTH 36.5' 36.0' 36.5' 36,0' 35.0'
REBAR QUAN./SIZE 24h~3 "' 24//~3 24,~3 24/~3 351#3 .........
HORIZONTAL/VERTICAL
CONDITION OF PIER CLEAN' CLEAN CLEAN CLEAN CLEAN ....
B.EFORE CONCRETE DRY DRY DRY DRY DRY
TIME CONCRETE PLACEMENT 10:10 AM 10:30 AM 4:55 PM 4:25 PM 3:55 PM
Remarks: - Top of pier elevation ,,o.btained from construction drawings
Reports to:
2- Client, Attn; Grog McGahey
1- K.B. Alexander, Attn: David Turner TRINITY ENGINEERING 1 KLEINFELDER
Attn: Larry Davis
Al:tn: Lee Stone .
1- V. Aubrey Hallum Architects. Attn: Bob Bandy
1- Millett Engineering Group, Attn: John Mlllett. P.E, WITI. Duane Harrell, P.E,
11/81/2081 15:40 9728708882 TRINITY ENGR-DALLAS PAGE 06
A TRINITY ENGINEERING ! KLEINFELDER
2211 Century Center Blvd, Suite I01, Irving, Texas 75062
~ 972-870-0808 Metro 972-9,53-0398 Fax 972-870-0802
TO: Riverside Church of Christ PROJECT; Riverside Church of Christ
'150 E. Beltline Road Coppell. Texas
Coppell, Texas 750'~9 Project No.: 10645
REPORT DATE: 10/3112001
REPORT NO.: 1001349
........................ Pa~.e 1 of 2
Test date: 10/19/2001
Technician: C. Miller
Trinity Engineering / Klelnfelder's representative was on the job site to drill piers. 4 piers were
drilled on this date, Steel was set in cased piers and was filled with concrete, 1 set of cylinders were
made from Pier #30.
Depth to Primary:
1, Actual depth to primary
2. Depth where casing was set and penetration began.
COPIES TO: 2- Client, Attn: Greg McGahey TRINITY ENGINEERING / KLEINFELDER
1- K.I~. Alexander, Attn: David Turner
Arm: Lam/Davig .
Attn; Lee Stone
1- V. Aubrey Helium Architects, Attn: Bob Bandy Wm. Duane Harrell, P.E.
1- Millett Engineering Group, Attn: John Millett, P.E.
2211 Century Center Blvd.. Suite 101, Irving, Texas 75062
972-870°0808 Metro 972-§53-0398 Fax 972-870-0802
STRAIGHT SHAFT PIER REPORT
TO: Riverside Church of Christ PROJECT: Riverside Church of Christ
150 E. Beltline Road Coppell, Texas
Cappell, Texas 75019 Project No.: 10645
Test Date: 10/19/2001 Report Date: 10/31/2001
Technician: C. Miller Report No: 1001349 Page 2 of 2
IDE~TIFt'CATION .............................. - .....
MARK 31 32 27 30
SHAFT' DIAMETER ...............
PLAN/ACTUAL 18"/22" 24'?28" 24"/28" 30"/32"
'ToP OF 3' below 3' below 3' below 3' I~elow .....
PIER ELEVATION ~ ....finish floor finish,f,,Ioor finish floor finish floor
DEPTH TO PRIMARY 32.0'/30.5' 32,4'/30.0' 31,2'/30,6' ! 31.4'/30.2'
TOTAL DEPTH OF PIER 37,2' 38.0' 36.6' 37.2'
PRIMARY' 15i= NETR;~TION
PLAN/ACTUAL 5,0'/5.2' 5,0'/5.6' 5.0'/5.4' 50'/5,8'
DECC~H AND ,,,
DIAMETER OF CASING 18"/31' 24"/28' 24"/29' 30"/30'
PLUMBNESS VARIATION WITHIN .... WITHIN WITHIN WITHIN
TOLERANCE TOLERANCE TOLERANCE TOLERANCE
TIME DRILLING COMPLETED 8:50 AM 9:45 AM 11:41 AM 1:37 PM
STEEL
CAGE LENGTH 37.0' 36,0' 35.0' 36.0'
REBAR QUAN./SIZE 25~3 .... 35~3 34h~3 ";~:7hr¢5 ....
HORfZONTALNERTICAL 6/~ 64~5 6/#5
CONDITION OFPIER- CLEAN 'CLEAN CLEAN CLF_.~I~ ................
BEFORE,.~ONCRETE DRY DRY DRY DRY
TIME CONCRETE PLACEMENT 10:35 AM 10:50 AM ,3:50 PM 3:30 PM
Remarks: ,..' Top of pier elevation obtained fro__m constructi.o.n drawings _ _
Reports to:
2- Client, Attn: Greg McGaAey
t. K,e, Alexander, Att~: David Tumer TRINITY ENGINEERING I KLEINFELDER
2- city of ceppell (fax)
Attn; Lee Stone
1- V. ^ubrey Helium Arcllitects, Attn: Bob Bandy .......
1- Mlllett Englneeflng Group, Attn: JOhn Millett, P.E, Wm. Duane Harmll,