W9127N24R0001 TRGR Draft 95 Drawings Reference Part 5 Others.pdf
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G2ODDDNM
Typewritten Text
JD-85-0074-011
9:59:52 AM
D e s c r ip t io n S y m b o l
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Y:\Projects\_X Non-Project Related Jobs\Kaplan_Blade_TaskOrder_2009_Nov\Design-Phase\Drawings\Active Reference Drawings\FIO_137.dgnDESIGN FILE:
9/14/2011DATE AND TIME PLOTTED:
0:1.0000 ’:" / in.SCALE USERNAME G2hdcrlk (Robert Kain)
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FIO-138
Y:\Projects\_X Non-Project Related Jobs\Kaplan_Blade_TaskOrder_2009_Nov\Design-Phase\Drawings\Active Reference Drawings\FIO_138.dgnDESIGN FILE:
9/14/2011DATE AND TIME PLOTTED:
0:1.0000 ’:" / in.SCALE USERNAME G2hdcrlk (Robert Kain)
Y
P r o j e c t s o n
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P
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C -4
9-
-0
825108 030-2400-002
Customer
Project No.
Contract No.
Parts Bill
Project C-49-825108-058
030-2400-001
JOHN DAY
W912N7-16-C-0028
USACEHUS Date Name
Checked By Appr. Tech.
Appr. Proj.
Drawn 3rd Angle Projection
US
1 : 3 Scale
Material
Refer to protection notice ISO 16016
Weight
STL, EXISTING1,180 LBS EA
Drawing No.
Internal No.
825108-030-2400-002
REV
Unit of Measure Next high. assembly Replaces Similar
2400/1 Inches
8/8/2016 8/8/2016 8/8/2016
KRO
TDA
Title
GATE LEVER ASSEMBLY
WICKET GATE MECHANISM
Sheet of
Machining Tolerances
.x ±.030
.xx ±.020
.xxx ±.010
Chamfer .015 min.
Inside Rad. .090 max.
Reamed Holes +.0015 -.0005
Surface Finish
A
A
TAPER REAM SHEAR LEVER
AND GATE ARM TOGETHER
TO DIAMETER SHOWN
LOCATE FROM EXISTING BORE
X
2 ADDED BUSHING SIZE DATA NOTES & NOTE 5 &
DETAIL X, CHANGED DIMENSION OF ITEM 7 LSH 7/25/17 TDA
1 ADDED ITEM 102&103, REVISED WASHER NOTE LSH 4/27/17 TDA
REV DESCRIPTION ENGINEER DATE APPROVED
2 GATE LEVER ASSEMBLY
ANDRITZ HYDRO REFERENCE DRAWINGS
DRAWING No. DESCRIPTION
030-2400-001 GATE MECHANISM ASSEMBLY
BOM-030-2400-002 GATE ASSEMBLY REWORK BOM
BLH REFERENCE DRAWINGS
DRAWING No. DESCRIPTION
43833 GATE LEVER, LINKS, & THRUST RING
43834 GATE PINS, BUSHINGS, & SPECIAL NUT
GENERAL NOTES:
1. GATE LEVER AND SHEAR LEVER SETS ARE TO BE MATCH MARKED PRIOR TO DISASSEMBLY. LEVER SETS ARE TO
REMAIN TOGETHER THROUGH THE REWORK PROCESS.
2. DIMENSIONS DENOTED BY ER X-X SHALL BE RECORDED ON ANDRITZ HYDRO DOCUMENT EDR-030-2400-002
DIMENSIONAL RECORD SHEET.
3. GATE LEVERS ARE TO BE MACHINED AND INSPECTED BY PER ANDRITZ HYDRO DOCUMENT 030-0400-2402.
4. INSTALL LINK PIN BUSHINGS, ITEM 7, PER ANDRITZ DOCUMENT 030-0600-2402 BUSHING INSTALLATION PROCEDURE.
5. BUSHING, ITEM 7, TO BE HONED TO FINAL DIMENSION AFTER INSTALLATION.
3.563ØER 1-24
4 SHEAR LEVER
REWORK
7 LINK PIN
BUSHING
EXISTING SHEAR LEVER PIN
(TO REMAIN INSTALLED)
10 SHEAR PIN
EXISTING
GATE ARM
HAND POLISH THIS
SURFACE AS REQ'D
TO RESTORE FINISH
(2 0.
(53.06) (1
3.
3.313ER 25-48
TAPER 1" PER
FOOT ON DIA.
2.751
2.750ER 49-72
103 BOLT
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A
BUSHING SIZE DATA NOTES:
NOTE: BUSHING O.D., PRESS FIT, RUNNING CLEARANCE
HAS BEEN DETERMINED BASED ON BUSHING
MANUFACTURER'S RECOMMENDATIONS
BUSHING SIZING DATA:
HOUSING BORE: Ø3.3140 / 3.3125 in BUSHING O.D.: Ø3.324 / 3.322 in MAX INTERFERENCE FIT: .0115 in MIN INTERFERENCE FIT: .008 in
AFTER FREEZING FIT:
BUSHING I.D.: Ø2.751 / 2.750 in SHAFT DIA.: Ø2.747 / 2.746 in RUNNING CLEARANCE: .005 / .003 in
101 LOCK WASHER
102 WASHER
SCALE 1 : 2
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C-
P R
O
JE
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N
O
C -4
9-
-0
825108 030-2400-004
Customer
Project No.
Contract No.
Parts Bill
Project C-49-825108-058
030-2400-001
JOHN DAY
W9127N-16-C-0028
USACEHUS Date Name
Checked By Appr. Tech.
Appr. Proj.
Drawn
3rd Angle Projection
US
1 : 2 Scale
Material
Refer to protection notice ISO 16016
Weight
STL, EXISTING235 LBS EA
Drawing No.
Internal No.
825108-030-2400-004
REV
Unit of Measure
Next high. assembly Replaces Similar
2400/2
Inches
8/8/2016
8/8/2016
8/8/2016
KRO
SHEAR LEVER REWORK
WICKET GATE MECHANISM
Sheet of
Machining Tolerances
.x ±.030
.xx ±.020
Surface Finish
A A
REV DESCRIPTION ENGINEER DATE APPROVED
4 SHEAR LEVER REWORK
ANDRITZ HYDRO REFERENCE DRAWINGS
DRAWING No. DESCRIPTION
030-2400-001 GATE MECHANISM ASSEMBLY
030-2400-002 GATE LEVER ASSEMBLY
BLH REFERENCE DRAWINGS
DRAWING No. DESCRIPTION
1. DIMENSIONS DENOTED BY ER X-X SHALL BE RECORDED ON ANDRITZ HYDRO DOCUMENT EDR-030-2400-004
DIMENSIONAL RECORD SHEET.
3.3140
3.3125ØER 1-24
(37.50) (1
2.
125 HAND POLISH THIS SURFACE
AS REQ'D TO RESTORE FINISH
.002 A ER 25-48.06 x 45°
CHAMFER
SCALE 2 : 1
DETAIL X
SCALE 4 : 1
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P
RO
JE
CT
N O.
C -4
9-
-0
825108 030-2400-007
Customer
Project No.
Contract No.
Parts Bill
Project C-49-825108-058
JOHN DAY
W9127N-16-C-0028
USACEHUS Date Name
Checked By Appr. Tech.
Appr. Proj.
Drawn 3rd Angle Projection
US
2 : 1 Scale
Material
Refer to protection notice ISO 16016
Weight
ORKOT TXMM<1 LBS
Drawing No.
Internal No.
825108-030-2400-007
REV
Unit of Measure Next high. assembly Replaces Similar
2400/2 Inches
8/8/2016 8/8/2016 8/8/2016
KRO
OUTER LINK PIN BUSHING
WICKET GATE MECHANISM
Sheet of
Machining Tolerances
.x ±.030
.xx ±.020
Surface Finish
A A
2 CHANGED DIMENSION, MOVED SIZE DATA TO 2400-002 LSH 7/25/17 TDA
1 REVISED NOTE TDA 9/16/16 MTR
REV DESCRIPTION ENGINEER DATE APPROVED
GENERAL NOTES:
1. BUSHINGS ARE TO BE MANUFACTURED AND INSPECTED PER ANDRITZ HYDRO
DOCUMENT 030-0400-2407 INSPECTION AND TEST PLAN.
2. FOR FINAL INSTALLATION DIMENSIONAL INFORMATION SEE 030-2400-002.
ECCENTRIC BUSHING REWORK
3.635 3.615Ø
2.780 2.770
.563 .558
R.03
MAX
.06 x 45°
CHAMFER
Ø2.75 REF
SEE DETAIL 'X'
.06
.01
.283 .281
BLH REFERENCE DRAWINGS
DRAWING No. DESCRIPTION
3.324 3.322Ø
REFERENCE DOCUMENTS
DOCUMENT NO. DESCRIPTION
030-2400-002 GATE LEVER ASSEMBLY RE-WORK
DETAIL X
SCALE 4 : 1
DETAIL Y
SCALE 4 : 1
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NO
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P
RO
JE
CT
N O.
C -4
9-
-0
825108 030-2400-008
Customer
Project No.
Contract No.
Parts Bill
Project C-49-825108-058
030-2400-001
JOHN DAY
W9127N-16-C-0028
USACEHUS Date Name
Checked By Appr. Tech.
Appr. Proj.
Drawn 3rd Angle Projection
US
2 : 1 Scale
Material
Refer to protection notice ISO 16016
Weight
SEE DWG8 LBS
Drawing No.
Internal No.
825108-030-2400-008
REV
Unit of Measure Next high. assembly Replaces Similar
2400/1 Inches
8/8/2016 8/8/2016 8/8/2016
KRO
TDA
TDA
Title
OUTER LINK PIN
WICKET GATE MECHANISM
Sheet of
Machining Tolerances
.x ±.030
.xx ±.020
.xxx ±.010
Chamfer .015 min.
Inside Rad. .090 max.
Reamed Holes +.0015
-.0005
Surface Finish
ER 10
4 REVISED NOTE 1 ALSO ADDED NOTE TO STAMP
'TOP' TDA 10/19/2018 BCA
3 REVISED NOTE 1 TDA 10/5/2018 BCA
2 CHANGED DIMENSION OF ER 6 LSH 7/25/17 TDA
1 CHANGED TITLE LSH 4/25/2017 TDA
REV DESCRIPTION ENGINEER DATE APPROVED
8 OUTER LINK PIN
ANDRITZ HYDRO REFERENCE DRAWINGS
DRAWING No. DESCRIPTION
030-2400-001 GATE MECHANISM ASSEMBLY
030-2400-002 GATE LEVER ASSEMBLY
BLH REFERENCE DRAWINGS
DRAWING No. DESCRIPTION
43833 GATE LEVER, LINKS, & THRUST RING
43834 GATE PINS, BUSHINGS, & SPECIAL NUT
2.
2.
Ø
ER
3.281
3.275ER 1 1.8751.938
1.
1.
Ø
1.
1.
1.
1.
Ø
1.573
1.568ER 5 1.540
1.535ER 6
1.
1.
Ø
.063 TYP
R.031 TYP
.072
.068 TYP
R.010 MAX
TYP
SEE DETAIL 'X' SEE DETAIL 'Y'
.375-16UNC-2A
DR AND TAP TO .63 DP
1.
Ø
T
YP
GENERAL NOTES:
1. MATERIAL SHALL CONFORM TO ASTM A564/A564M TYPE 630 GRADE 17/4 PH (UNS S17400) STAINLESS STEEL
(HEAT TREATMENT: H1025, 1075, OR 1100). MINIMUM ROCKWELL HARDNESS C35
2. ALL MACHINED SURFACES SHALL HAVE A 125μin SURFACE FINISH OR BETTER UNLESS OTHERWISE NOTED.
3. DIMENSIONS DENOTED BY ER X-X SHALL BE RECORDED ON ANDRITZ HYDRO DOCUMENT EDR-030-2400-008
DIMENSIONAL RECORD SHEET.
63 63
.06 x 45° CHAMFER
BOTH SIDES
A .001
ER 7
.001 A
ER 8
.001 A
ER 9
4/
/2
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A
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AN
GE
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AN
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EN
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ER
7/
/1
TD
STAMP 'TOP' ON THIS END.
ECCENTRIC BUSHING MACHINING
SCALE 1 : 1
ECCENTRIC BUSHING WITH INNER LINK PIN BUSHING
SCALE 1 : 1
DETAIL A
SCALE 2 : 1
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NO
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N-
-C -0
P
RO
JE
CT
N O.
C -4
9-
-0
825108 030-2500-002
Customer
Project No.
Contract No.
Parts Bill
Project C-49-825108-058
JOHN DAY
W9127N-16-C-0028
USACEHUS Date Name
Checked By Appr. Tech.
Appr. Proj.
Drawn 3rd Angle Projection
US
1 : 1 Scale
Material
Refer to protection notice ISO 16016
Weight
EXISTING BRONZE10 LBS
Drawing No.
Internal No.
825108-030-2500-002
REV
Unit of Measure Next high. assembly Replaces Similar
Inches
9/16/2016 9/16/2016 9/16/2016
TDA
MTR
ECCENTRIC BUSHING REWORK
GATE OPERATING RING
Sheet of
Machining Tolerances
.x ±.030
.xx ±.020
Surface Finish
SELF
LUBRICATING
BUSHING
GENERAL/MACHINING NOTES:
1. DIMENSIONS DENOTED BY ER X-X SHALL BE RECORDED ON ANDRITZ HYDRO DOCUMENT EDR-030-2500-002
DIMENSIONAL RECORD SHEET.
2. ALL MACHINED SURFACES SHALL HAVE A 125μin SURFACE FINISH OR BETTER UNLESS OTHERWISE NOTED.
3. SELF LUBRICATING BUSHING BORE TO BE LOCATED FROM EXISTING BORES.
4. INSTALL SELF LUBRICATING BUSHINGS, ITEM 3, PER ANDRITZ DOCUMENT 030-0600-2402 BUSHING
INSTALLATION PROCEDURE.
5. BUSHING, ITEM 3, TO BE HONED TO FINAL DIMENSION AFTER INSTALLATION.
ECCENTRIC BUSHING REWORK
BLH REFERENCE DRAWINGS
DRAWING No. DESCRIPTION
43837 OPERATING RING POINTER, & ECCENT PIN
43836 OPERATING RING
ANDRITZ HYDRO REFERENCE DRAWINGS
.06 x 45°
CHAMFER
.130 .125
2.800
2.801ØER 1-24
.50ER 49-72
3.630
3.620ØER 25-48
ECCENTRICITY
SEE NOTE 3
(Ø5.50) (Ø5.50)
.56ER 97-120
2.259
2.260ØER 73-96
(.06)
AS INSTALLED
AS INSTALLED
2 ADDED BUSHING SIZE DATA NOTES & NOTE 5 &
DETAIL X, CHANGED DIMENSION OF ER 73-96 LSH 7/25/2017 MTR
1 CHANGED SELF LUBRICATING BUSHING SIZE LSH 4/26/2017 TDA
REV DESCRIPTION ENGINEER DATE APPROVED
CH
AN
GE
D
SE
LF
L
UB
RI
CA
TI
NG
B
US
HI
NG
S
IZ
E
4/
/1
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ED
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/1
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A
2 BUSHING SIZE DATA NOTES:
NOTE: BUSHING O.D., PRESS FIT, RUNNING CLEARANCE
HAS BEEN DETERMINED BASED ON BUSHING
MANUFACTURER'S RECOMMENDATIONS
BUSHING SIZING DATA:
HOUSING BORE: Ø2.800 / 2.801 in BUSHING O.D.: Ø2.810 / 2.808 in MAX INTERFERENCE FIT: .010 in MIN INTERFERENCE FIT: .007 in
AFTER FREEZING FIT:
BUSHING I.D.: Ø2.259 / 2.260 in SHAFT DIA.: Ø2.255 / 2.256 in RUNNING CLEARANCE: .003 / .005 in
.030
SCALE 2 : 1
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9-
-0
825108 030-2500-003
Customer
Project No.
Contract No.
Parts Bill
Project C-49-825108-058
JOHN DAY
W9127N-16-C-0028
USACEHUS Date Name
Checked By Appr. Tech.
Appr. Proj.
Drawn 3rd Angle Projection
US
2 : 1 Scale
Material
Refer to protection notice ISO 16016
Weight
ORKOT TXMM<1 LBS
Drawing No.
Internal No.
825108-030-2500-003
REV
Unit of Measure Next high. assembly Replaces Similar
2500/2 Inches
8/20/2016 8/22/2016 8/22/2016
TDA
INNER LINK PIN BUSHING
GATE OPERATING RING
Sheet of
Machining Tolerances
.x ±.030
.xx ±.020
Surface Finish
A
A
3 CHANGED DIMENSION, MOVED SIZE DATA TO
2500-002 LSH 7/25/17 TDA
2 CHANGED BUSHING SIZE LSH 4/26/17 TDA
1 REVISED NOTE TDA 9/16/16 MTR
REV DESCRIPTION ENGINEER DATE APPROVED
SELF
LUBRICATING
BUSHING
1. BUSHINGS ARE TO BE MANUFACTURED AND INSPECTED PER ANDRITZ HYDRO
DOCUMENT 030-0400-2503 INSPECTION AND TEST PLAN.
2. FOR FINAL INSTALLATION DIMENSIONAL INFORMATION SEE 030-2500-002.
BLH REFERENCE DRAWINGS
DRAWING No. DESCRIPTION
43837 OPERATING RING POINTER, & ECCENT PIN
43836 OPERATING RING
(2.26)
3.573 3.563Ø
.272 .270
3.155 3.145
.193 .188
2.810 2.808Ø
R0.03 MAX
0.06 x 45°
0.03 x 45°
RE
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A
DETAIL X
SCALE 4 : 1 DETAIL Y
SCALE 4 : 1
D
D
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123456789101112
123456789101112
B
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P
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N O.
C -4
9-
-0
825108 030-2500-004
Customer
Project No.
Contract No.
Parts Bill
Project C-49-825108-058
030-2500-004
JOHN DAY
W9127N-16-C-0028
USACEHUS Date Name
Checked By Appr. Tech.
Appr. Proj.
Drawn 3rd Angle Projection
US
2:1 Scale
Material
Refer to protection notice ISO 16016
Weight
SEE DWG8 LBS
Drawing No.
Internal No.
825108-030-2500-004
REV
Unit of Measure Next high. assembly Replaces Similar
2500/2 Inches
4/26/2017 4/26/2017 4/26/2017
LSH
INNER LINK PIN
GATE OPERATING RING
Sheet of
Machining Tolerances
.x ±.030
.xx ±.020
Surface Finish
1 CHANGED DIMENSION OF ER6 LSH 7/25/17 TDA
REV DESCRIPTION ENGINEER DATE APPROVED
4 INNER LINK PIN
ANDRITZ HYDRO REFERENCE DRAWINGS
DRAWING No. DESCRIPTION
030-2400-002 GATE LEVER ASSEMBLY
BLH REFERENCE DRAWINGS
.375-16UNC-2A
DR AND TAP TO .63 DP
GENERAL NOTES:
1. MATERIAL SHALL CONFORM TO ASTM A564/A564M TYPE 630 GRADE 17/4 PH (UNS S17400) STAINLESS STEEL
(HEAT TREATMENT: H1025, 1075, OR 1100) WITH ROCKWELL HARDNESS OF C40 TO C45.
2. ALL MACHINED SURFACES SHALL HAVE A 125μin SURFACE FINISH OR BETTER UNLESS OTHERWISE NOTED.
3. DIMENSIONS DENOTED BY ER X-X SHALL BE RECORDED ON ANDRITZ HYDRO DOCUMENT EDR-030-2400-008
DIMENSIONAL RECORD SHEET.
.06 x 45° CHAMFER
BOTH SIDES
A .001
ER 7
.001 A
ER 8
.001 A
ER 9
1.
1.
Ø
1.573
1.568ER 5
1.94 3.281
3.275ER 1 1.91
1.540
1.535ER 6
1.
1.
Ø
1.
Ø T
YP
1.
1.
Ø
1.
1.
Ø
2.
2.
Ø
SEE DETAIL 'X' SEE DETAIL 'Y'
R.03 TYP
.06 TYP
.072
.068 TYP
R.010 MAX
TYP
CH
AN
GE
D
DI
M
EN
SI
ON
O F
ER
7/
/1
TD
CUSTOM CRANES & HOISTSIN ALLIANCE WITH
INDUSTRIAL CONTRACTORS
CORPORATION
TM
CONTRACT # W9127N-10-C-0002
JOHN DAY DAM BRIDGE CRANES REHABILITATION
C
I
P E
R
NOMINAL TOLERANCE
UNLESS SPECIFIED
Rev.
Drawing No.Drawn By: Checked By: Sheet:
Scale: Date: Job No.
DateByDescription
REVISIONS
Number
US ARMY CORPS OF ENGINEERS
PORTLAND DISTRICT
BRIDGE CRANES REHABILITATION
JOHN DAY DAM
1/16
.010
.03
93950-155
21:12 12/9/09
LWO
590 TON SPREADER BEAM
MH
SPREADER BEAM G.A.
E N D V I E W
E L E V A T I O N V I E W
P L A N V I E W
I S O V I E W
B
B
15'-8" 15'-8"
31'-4"
1'-3"
6'-10 1/2"
34'-4" 6'-10"
AS CONSTRUCTED
REFER TO DWG#
93950-15593950-155
REFER TO DWGS#
REFER TO DWG#
93950-155
TOTAL SPREADER BEAM WEIGHT: 52,000 lbs
HOOK "PIN "A"
HOOK PIN "B"
4) VERIFY ALL DIMENSIONS DURING INSPECTION.
3) REFER TO DWG 93950-159 FOR STRUCTURAL INSPECTION FORM.
2) REFER TO DWG 93950-158 FOR HOOK PIN INSPECTION FORM.
1) REFER TO DWG 93950-157 FOR MACHANICAL INSPECTION FORM.
NOTES:
2/1/10LWOADDED NOTE 4 PER SUBMITTAL REVIEW COMMENTS1
AS CONSTRUCTED2 JTN 5/26/11
44" CENTER OF MASS
C. PETERSON
TOLERANCES ARE:
.XX ±.01
.XXX ±.005
(503) 233-7789
GENERAL ARRANGEMENT
603-0010 SHEETDWG. NO. 1/1
REV CHANGE DESCRIPTION DATE DRAWN APPROVED
DRAWN BY
DATE
SCALE 1:16
JAN '20
12 01/26/21 CTP
PORTLAND, OR 97230
UNIT 800
13315 NE AIRPORT WAY
DOCUMENT CONTROL
MASTER DRAWING
DSIZEwritten permission than its intended use without in any way whatsoever other It may not be copied or used
CONTROL IN COLORED INK
INITIALED BY DOCUMENT
IF THE ABOVE LINE IS
THIS IS A MASTER DRAWING
X° ± 1°
ADDED LOWED ROPE GUIDES TO CAR AND WEIGHT
The information contained in this drawing is confidential and is the exclusive property of Altman Browning and Co.
FRACTIONS ±1/16
UNLESS OTHERWISE SPECIFIED,
DIMENSIONS ARE IN INCHES AND
REV
SECTION A-A
SCALE 1 : 8
BASKET DOOR
SWINGING SAFETY GATE
65 9 16 "
FORKLIFT POCKETS
40 1
2 "
2 1 2 "
PLATFORM
BASKET ELECTRICAL ENCLOSURE
BLOCKSTOP
GUIDE ROPE TENSIONING LEVER
AA
GUIDE ROPE TENSION/SHOCK SPRING
5 13 14
ELECTRIC CABLE REEL
ELECTRICAL POWER REEL
ELECTRICAL ENCLOSURE
PNEUMATIC REEL
GUIDE ROPE SHEAVE
WINCH MANUAL OPERATOR
GUIDE ROPE REEL
WINCH MANUAL BRAKE
CRANE PICK POINT
PNEUMATIC WINCH
"16117 1
117 5
98"
NOTES:
WIRE ROPES NOT SHOWN1.
POWER CORD NOT SHOWN2.
SUPPLY AIR LINE NOT SHOWN3.
APPROXIMATE WEIGHT: 4200 LBS4.
USE BOM ITEM 10 OR 115.
JOHN DAY DAM PERSONNEL HOIST
QTY
A - Mechanical Drawings
NOTE:
1.) ALL MATERIAL TO BE ASTM A36 U.N.O.
2.) ALL WELD TO BE ASTM D1.1 U.N.O.
3.) THE B.O.M. REFLECTS THE QUANTITIES FOR
ONE ASSEMBLY. THERE ARE 2 ASSEMBLIES REQUIRED.
4.) EXISTING REDUCERS, MOTORS, MOTOR COUPLINGS, BEARINGS
AND BRAKES SHALL BE REPLACED WITH NEW.
5.) EXISTING REDUCER OUTPUT SHAFT COUPLINGS SHALL BE
REPLACED WITH NEW FLEX/RIGID COUPLINGS.
6.) REPLACE BEARINGS AND SEALS IN THE DRIVE LINE PILLOW BLOCK
BEARINGS.
7.) REPLACE SEALS IN EXISTING DRIVE LINE FLEX COUPLINGS AND
CLEAN AND LUBRICATE COUPLINGS.
8.) NEW BRAKE SHALL HAVE MEANS TO BE DISENGAGED AND KEPT
DISENGAGED UNTIL IT IS REENGAGED.
9.) TOLERANCES FOR BRIDGE DRIVE FLOATING SHAFT TO BE 2.0 MILS
FOR OFFEST MISALIGNMENT AND 0.8 MIL/INCH FOR ANGULAR
MISALIGNMENT.
10.) BRIDGE DRIVE REDUCER MOUNTING BASES SHALL BE MODIFIED
TO SUIT NEW EQUIPMENT.
11.) UNUSED PORTIONS OF THE EXISTING BRIDGE DRIVE MOUNTING
BASES SHALL BE REMOVED AND THE GIRDER WEB GROUND SMOOTH.
1 AS CONSTRUCTED JTN 5/9/2011
NUMBER DESCRIPTION BY DATE
REVISIONS
TO qSHAFT)
(FACE OF GIRDER
19 1/4 qSHAFT)
(WALKWAY PLATE TO
19 1/4
SECTION A-A
SCALE 1 : 32
.XXX = ±
NOMINAL TOLERANCE
.010
US ARMY CORPS OF ENGINEERS
PORTLAND, OR
FRACTIONAL = ±
.XX = ±
UNLESS SPECIFIED
JOHN DAY BRIDGE CRANES REHABILITATION
.03
1/16"
PORTLAND DISTRICT
C
R
P E
R
JOHN DAY BRIDGE CRANES REHABILITATION
CONTRACT # W9127N-10-C-0002
JOHN DAY DAM
Sheet:
LWO
Drawn By:
MCH
3/27/2012 1 Date:
Checked By:
BRIDGE DRIVE LAYOUT
Drawing No.
93950
Scale:
1:96
Job No.: Revision:
IN ALLIANCE WITH
CORPORATION
CUSTOM CRANES & HOISTS
INDUSTRIAL CONTRACTORS TM
93950-124
A
AS CONSTRUCTED
ITEM PART QTY. DESCRIPTION
BILL OF MATERIALS
1 16 NEW SHEAVE BEARING, 46720/46790
16 NEW SHEAVE SEAL, GARLOCK, 53X3552
1 NEW SHEAVE PIN, 4140, Ø6 1/2" X 4'-3 3/4"
2 NEW BUTTON HEAD GREASE FITTINGS
14 NEW BOLT, HEX, 5/8"-11NC X 2 3/4" W/ NUT, FW & LW
1 NEW TRUNNION BEARING, 80TP134
2 NEW SHEAVE PIN KEEPER PLATES (MATCH EXISTING)
4 NEW SHEAVE PIN KEEPER PLATE BOLTS (MATCH EXISTING)
2 NEW TRUNNION KEEPER PLATES (MATCH EXISTING)
4 NEW TRUNNION KEEPER PLATE BOLTS (MATCH EXISTING)
1 NEW FELT SEAL ON TRUNNION (MATCH EXISTING)
9 NEW SHEAVE BEARING SPACERS (MATCH EXISTING)
1 NEW LOCK NUT & WASHER, AN-32
CUSTOM CRANES & HOISTSIN ALLIANCE WITH
INDUSTRIAL CONTRACTORS
CORPORATION
TM
CONTRACT # W9127N-10-C-0002
JOHN DAY DAM BRIDGE CRANES REHABILITATION
C
P E
R
NOMINAL TOLERANCE
UNLESS SPECIFIED
Rev.
Drawing No.Drawn By: Checked By: Sheet:
Scale: Date: Job No.
DateByDescription
REVISIONS
Number
US ARMY CORPS OF ENGINEERS
PORTLAND DISTRICT
BRIDGE CRANES REHABILITATION
JOHN DAY DAM
1/16
.010
.03
93950-150
21:6 12/1/09
LWO
JOHN DAY M.H. LOWER BLOCKS
MW
M.H. LOWER BLOCK REHAB DIAGRAM
REHABILITATION for electrical requirements for load cells.
load cells. See SECTION 41 01 20.73 26 BRIDGE CRANE ELECTRICAL
The equalizer sheave pins shall be replaced with new pins incorporating may be suitable.
replaced. Crosby Group has a replacement latch (Part No. 1090205) that
g. One of the auxiliary hoist hook latches is damaged and shall
f. Reassemble blocks and sheave assemblies.
assemblies.
other components necessary to completely rebuild blocks and sheave felt seals, grease fittings, cap screws, nuts and lockwashers and any lockwashers and locknuts, keeper bars, snap rings, thrust bearings,
e. Provide new sheave bearings and seals, sheave pins, spacers, recording inspection findings.
d. A block and sheave assembly inspection report shall be submitted tested for cracks and other anomalies.
removed using paint remover (not sandblast) and be magnetic particle
c. The block hooks, trunnions, and trunnion nuts shall have paint
SECTION 09 97 02.04 26, PAINTING (SYSTEM 16).
that will be reused, shall be sandblasted prior to inspection, see
b. Previously painted components, (except block hooks and trunnions) guards/covers, sheaves and side plates for cracks and other anomalies.
a. Disassemble blocks, clean and inspect block weldments, Rebuild blocks and sheave assemblies as follows:
assemblies shall be removed from the trolley frames and rebuilt offsite.
shall be rebuilt offsite. In addition, the auxiliary hoist upper sheave
The main hoist upper and lower blocks and the auxiliary hoist lower blocks
3.4 UPPER AND LOWER BLOCKS AND SHEAVE ASSEMBLIES
41 01 20.72 26-17
ASTM A 322, Grade 4140, quenched, tempered and stress relieved.
auxiliary hoist hook thrust bearings are SKF 918. New sheave pins shall be
Existing auxiliary hoist upper block seals are C/R 39961. Existing
Existing auxiliary hoist upper sheave bearings are Timken 27620/27687.
27620/27687. Existing auxiliary hoist load block seals are C/R 39961.
Existing auxiliary hoist load block sheave bearings are Timken
53X3434. Existing main hoist hook thrust bearings are Torrington 80TP134.
are Timken 48620/48685. Existing main hoist upper block seals are Garlock block seals are Garlock 53X3552. Existing main hoist upper sheave bearings block sheave bearings are Timken 46720/46790. Existing main hoist load kind. Hook thrust bearings shall be replaced. Existing main hoist load
Load block and upper block sheave bearings and seals shall be replaced in
2.13 LOAD AND UPPER BLOCKS
41 01 20.72 26-15
SPECIFICATIONS
E L E V A T I O N S E C T I O N
JOHN DAY MAIN HOIST LOWER BLOCK (4 REQUIRED)
D I M E N S I O N A L D I A G R A M
SCALE 1:12
8'-3"
4'-3 3/4"
5 1/16"
8 5/8"
5 1/16"
2 9/16"
2 9/16"
5 1/16"
8 5/8" 5 1/16"
3'-0"
2'-10 3/4"
3'-4"
AS CONSTRUCTED
3) VERIFY ALL DIMENSIONS DURING INSPECTION.
MISC HARDWARE & GREASE = 60 lbs
(1) TRUNNION = 960 lbs
(1) CENTER GUARD = 27 lbs
(1) TRUNNION NUT = 325 lbs
(1) THRUST BEARING = 21 LBS
(2) LARGE SHEAVES @ 597 lbs = 1,194 lbs
(6) SMALL SHEAVES @ 541 lbs = 3,246 lbs
(16) SHEAVE BEARINGS @ 10.23 lbs = 164 lbs
(1) SHEAVE PIN = 490 lbs
(2) CHEEK PLATE FRAMES @ 1,005 lbs = 2,010 lbs
(1) HOOK = 2,020 lbs
BREAKDOWN:
2) ESTIMATED TOTAL WEIGHT OF EACH MAIN HOIST LOWER BLOCK IS 10,517 lbs
OF EACH BLOCK SHALL ALSO BE MARKED "NORTH FACE".
EACH BLOCK SHALL BE MARKED (U.S. SOUTH, D.S. SOUTH, U.S. NORTH, & D.S. NORTH). THE NORTH FACE
1) THERE ARE (4) MAIN HOIST LOWER BLOCKS THAT REQUIRE REHABILITATION. PRIOR TO REMOVAL
NOTES:
E X I S
T I
G
E A
V E
E X I S
T I
E A
V E
E X I S
T I
E A
V E
E X I S
T I
E A
V E
E X I S
T I
E A
V E
E X I S
T I
E A
V E
E X I S
T I
A V
E X I S
T I
E A
V E
CHEEK PLATE FRAME #1CHEEK PLATE FRAME #2
EXISTING TRUNNION
EXISTING NUT
EXISTING HOOK
NEW SHAFT WITH GREASE HOLES
CHEEK PLATES
INSPECT EXISTING
EXISTING CENTER GUARD
EXISTING SET SCREW
1 ADDED NOTE 3 PER SUBMITTAL REVIEW COMMENTS LWO 2/1/10
CORPORATION
TM
CONTRACT # W9127N-10-C-0002
JOHN DAY DAM BRIDGE CRANES REHABILITATION
C
P E
R
NOMINAL TOLERANCE
UNLESS SPECIFIED
Rev.
Drawing No.Drawn By: Checked By: Sheet:
Scale: Date: Job No.
DateByDescription
REVISIONS
Number
US ARMY CORPS OF ENGINEERS
PORTLAND DISTRICT
BRIDGE CRANES REHABILITATION
JOHN DAY DAM
1/16
.010
.03
93950-151
41:12 12/1/09
LWO
JOHN DAY M.H. LOWER BLOCKS
MW
M.H. LOWER BLOCK INSPECTION FORM
EXPLODED ELEVATION SECTION
ONLY ITEMS TO BE INSPECTED SHOWN
TYPICAL SHEAVE BORE DIMS
NOTES ON NDT INSPECTIONS:
Dim "R"
Dim "Q"
Dim "P"
Dim "O"
Dim "N"
Dim "M"
Dim "L"
Dim "K"
Dim "J"
Dim "I"
Dim "H"
Dim "G"
Dim "F"
NOTESPASS/FAIL
Dim "E"
SHEAVE #8
SHEAVE #7
SHEAVE #6
SHEAVE #5
SHEAVE #4
SHEAVE #3
SHEAVE #2
SHEAVE #1
NOTESGROOVEDim "D" #2Dim "C" #2Dim "B" #2Dim "A" #2 PASS/FAILINITIAL DATE
INITIAL DATE
UPSTREAM NORTH LOWER BLOCK
Dim "D" #1Dim "C" #1Dim "B" #1Dim "A" #1
DIM #1 DIM #2
DIM #2DIM #1
Dim "A" #1 Dim "B" #1 Dim "C" #1 Dim "D" #1
DOWNSTREAM NORTH LOWER BLOCK
DATEINITIAL
DATEINITIALPASS/FAILDim "A" #2 Dim "B" #2 Dim "C" #2 Dim "D" #2GROOVE NOTES
SHEAVE #1
SHEAVE #2
SHEAVE #3
SHEAVE #4
SHEAVE #5
SHEAVE #6
SHEAVE #7
SHEAVE #8
Dim "E"
PASS/FAIL NOTES
Dim "F"
Dim "G"
Dim "H"
Dim "I"
Dim "J"
Dim "K"
Dim "L"
Dim "M"
Dim "N"
Dim "O"
Dim "P"
Dim "Q"
Dim "R"
NOTES ON NDT INSPECTIONS:
Dim "A" #1 Dim "A" #2 Dim "B" #1 Dim "B" #2 Dim "C" #1 Dim "C" #2 Dim "D" #1 Dim "D" #2 GROOVE PASS/FAIL INITIAL DATE
SHEAVE #1 8.999 8.999 8.872 8.872 8.872 8.872 8.999 8.999 FAIL FAIL WF 2/11/2010
SHEAVE #2 8.999 8.999 8.873 8.873 8.872 8.872 8.999 8.999 PASS PASS WF 2/11/2010
SHEAVE #3 8.999 8.999 8.871 8.873 8.873 8.873 8.999 8.999 FAIL FAIL WF 2/11/2010
SHEAVE #4 9.000 9.000 8.873 8.873 8.872 8.872 9.000 9.000 PASS PASS WF 2/11/2010
SHEAVE #5 8.998 8.998 8.873 8.872 8.873 8.873 9.000 9.000 PASS PASS WF 2/11/2010
SHEAVE #6 8.998 8.998 8.872 8.872 8.872 8.872 8.998 8.998 PASS PASS WF 2/11/2010
SHEAVE #7 8.999 8.999 8.872 8.872 8.872 8.872 8.999 8.999 WF 2/11/2010
SHEAVE #8 9.000 9.000 8.872 8.872 8.872 8.872 8.999 8.999 FAIL FAIL WF 2/11/2010
DIM #1 DIM #2 PASS/FAIL INITIAL DATE
Dim "E" 7.518 7.518 PASS WF 2/11/2010
Dim "F" 7.519 7.519 PASS WF 2/11/2010
Dim "G" 7.518 7.518 PASS WF 2/11/2010
Dim "H" 7.518 7.518 PASS WF 2/11/2010
Dim "I" 9.010 9.010 PASS WF 2/11/2010
Dim "J" 9.010 9.010 PASS WF 2/11/2010
Dim "K" 12.125 12.125 PASS WF 2/11/2010
Dim "L" PASS WF 2/11/2010
Dim "M" 8.985 8.985 PASS WF 2/11/2010
Dim "N" 8.985 8.985 PASS WF 2/11/2010
Dim "O" 8.057 8.057 PASS WF 2/11/2010
Dim "P" 12.068 12.068 PASS WF 2/11/2010
Dim "Q" PASS WF 2/11/2010
Dim "R" 7.898 7.898 PASS WF 2/11/2010
PASS
PASS
UPSTREAM SOUTH MAIN HOIST LOWER BLOCK
NOTES ON NDT INSPECTIONS:
2) Sheaves # 4 & #5 had hub extensions welded on the seal areas. These were not full penetration welds. Refer to NDT inspection reports.
1) Sheaves #2 & #6 were found to have crack indications. Refer to NDT inspection reports & photos.
NOTES
0.006 out of tolerance on the sheave groove gauge
PASS
0.007 out of tolerance on the sheave groove gauge
PASS
PASS
PASS
0.007 out of tolerance on the sheave groove gauge
NOTES
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
Dim "A" #1 Dim "A" #2 Dim "B" #1 Dim "B" #2 Dim "C" #1 Dim "C" #2 Dim "D" #1 Dim "D" #2 GROOVE PASS/FAIL INITIAL DATE
SHEAVE #1 8.998 8.998 8.872 8.872 8.872 8.872 8.999 8.999 FAIL FAIL WF 2/11/2010
SHEAVE #2 8.999 8.999 8.874 8.873 8.872 8.872 8.999 8.999 PASS PASS WF 2/11/2010
SHEAVE #3 8.998 8.998 8.874 8.874 8.872 8.872 8.999 8.999 PASS PASS WF 2/11/2010
SHEAVE #4 8.000 9.001 8.873 8.873 8.871 8.871 8.999 8.999 PASS PASS WF 2/11/2010
SHEAVE #5 9.001 9.001 8.874 8.874 8.872 8.872 8.999 8.999 PASS PASS WF 2/11/2010
SHEAVE #6 8.999 8.999 8.873 8.873 8.873 8.872 8.998 8.998 FAIL FAIL WF 2/11/2010
SHEAVE #7 9.000 8.999 8.872 8.872 8.871 8.871 8.998 8.998 PASS PASS WF 2/11/2010
SHEAVE #8 8.999 8.999 8.872 8.872 8.871 8.871 8.999 8.999 FAIL FAIL WF 2/11/2010
DIM #1 DIM #2 PASS/FAIL INITIAL DATE
Dim "E" 7.519 7.519 PASS WF 2/11/2010
Dim "F" 7.518 7.518 PASS WF 2/11/2010
Dim "G" 7.517 7.518 PASS WF 2/11/2010
Dim "H" 7.518 7.518 PASS WF 2/11/2010
Dim "I" 9.007 9.007 PASS WF 2/11/2010
Dim "J" 9.006 9.999 PASS WF 2/11/2010
Dim "K" 12.125 12.125 PASS WF 2/11/2010
Dim "L" PASS WF 2/11/2010
Dim "M" 8.985 8.985 PASS WF 2/11/2010
Dim "N" 8.985 8.985 PASS WF 2/11/2010
Dim "O" 8.054 8.054 PASS WF 2/11/2010
Dim "P" 12.068 12.067 PASS WF 2/11/2010
Dim "Q" PASS WF 2/11/2010
Dim "R" 7.998 7.998 PASS WF 2/11/2010 were not full penetration welds. Refer to NDT inspection reports.
PASS
PASS
2) Sheaves # 4 & #5 had hub extensions welded on the seal areas. These
DOWNSTREAM SOUTH MAIN HOIST LOWER BLOCK
NOTES ON NDT INSPECTIONS:
1) Sheaves #2 was found to have crack indications. Refer to NDT inspection reports & photos.
NOTES
0.008 out of tolerance on the sheave groove gauge
PASS
PASS
PASS
PASS
0.006 out of tolerance on the sheave groove gauge
PASS
0.007 out of tolerance on the sheave groove gauge
NOTES
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
3) All block assembly & layout dimensions were found to be within tolerance.
3) All block assembly & layout dimensions were found to be within tolerance.
FAIL FAIL Out of tolerance on the sheave groove gauge
PASSPASS
PASSPASS8.9988.9998.8718.872
8.9988.9988.8728.871
PASSPASS8.9998.9998.8738.872
PASSPASS8.9998.9988.8738.872
PASSPASS8.9988.9988.8728.871
PASSPASS8.9998.9998.8728.872
FAIL.0048.9988.9998.8718.872
05/24/10JDRPASSPASS8.9998.9998.8728.872
8.8728.8738.9998.998
8.8728.8728.9988.998
8.8738.8738.9998.999
8.8728.8729.0009.000
8.8728.8728.9998.998
8.8728.8728.9999.000
8.8718.8719.0008.999
8.8728.8728.9988.999
05/24/10
05/24/10
05/24/10
05/24/10
05/24/10
05/24/10
05/24/10
JDR
JDR
JDR
JDR
JDR
JDR
JDR
JDR
JDR
JDR
JDR
JDR
JDR
JDR
05/24/10
05/24/10
05/24/10
05/24/10
05/24/10
05/24/10
05/24/10
9.000 8.999 8.872 8.871
8.999 8.999 8.872 8.872
8.999 8.999 8.872 8.872
8.998 8.999 8.871 8.872
8.999 9.000 8.872 8.872
9.000 9.000 8.872 8.872
8.998 8.998 8.872 8.872
9.000 9.000 8.871 8.872
8.872 8.872 8.999 9.000 PASS PASS JDR 05/24/10
8.871 8.872 8.999 8.998 PASS PASS
8.872 8.872 8.999 8.998 PASS PASS
8.871 8.871 8.999 8.999 PASS PASS
8.871 8.872 9.000 9.000 PASS PASS
8.872 8.871 9.000 9.000 PASS PASS
8.872 8.871 9.000 9.000
8.871 8.872 8.998 8.999 .007 FAIL
.005 FAIL
CRACKED
CRACKED
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS8.0018.002
PASS
PASS12.00712.007
PASS8.0568.056
PASS8.9858.985
PASS8.9858.985
PASS
PASS9.0039.003
PASS8.9888.987
PASS8.9898.989
PASS7.5047.504
PASS7.5067.506
PASS7.5057.505
05/24/10JDRPASS7.5107.510
JDR 05/24/10
JDR 05/24/10
JDR 05/24/10
JDR 05/24/10
JDR 05/24/10
JDR 05/24/10
JDR 05/24/10
JDR 05/24/10
JDR 05/24/10
JDR 05/24/10
JDR 05/24/10
JDR 05/24/10
JDR 05/24/10
05/24/10JDR
05/24/10JDR
05/24/10JDR
05/24/10JDR
05/24/10JDR
05/24/10JDR
05/24/10JDR
05/24/10JDR
05/24/10JDR
05/24/10JDR
05/24/10JDR
05/24/10JDR
05/24/10JDR
7.508 7.508 PASS JDR 05/24/10
7.505 7.505 PASS
7.506 7.506 PASS
7.508 7.506 PASS
9.000 9.000 PASS
9.000 9.000 PASS
9.003 9.003 PASS
PASS
8.985 8.985 PASS
8.985 8.985 PASS
8.061 8.061 PASS
12.009 12.009 PASS
PASS
7.998 7.999 PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
.004 out of tolerance / CRACKED
.005 out of tolerance on the sheave groove gauge
.007 out of tolerance / CRACKED
PASS
PASS
CRACKED
CRACKED
CRACKED
CRACKED
CRACKED
CRACKED
CRACKED
CRACKED
CRACKED
2) All block assembly & layout dimensions were found to be within tolerance.
inspection reports & photos.
1) All sheaves were found to have crack indications. Refer to NDT
2) All block assembly & layout dimensions were found to be within tolerance.
inspection reports & photos.
1) Sheaves #1, 3, 4, 5 & 8 were found to have crack indications. Refer to NDT
AS CONSTRUCTED
E X I S
T I
E A
V E
E X I S
T I
A
E X I S
T I
E A
V E
E X I S
T I
E A
V E
E X I S
T I
E A
V E
E X I S
T I
E A
V E
E X I S
T I
E A
V E
E X I S
T I
E A
V E
"A""B""D" "C"
"E""F""H" "G"
"I""J"
"K"
(THREADS)
"L"
"M""N"
"O"
"P"
"Q" (THREADS)
"R"
NORTH SIDE
GROOVE
FRAME #1
PLATE
CHEEK
#2
FRAME
PLATE
CHEEK
GUARD
CENTER
TRUNNION NUT
TRUNNION
HOOK
INSPECTED 100% VISWUAL AND 10% NDT.
INSPECTED. ALL WELDS WILL BE
1) ALL ITEMS SHOWN WILL BE NDT
NOTES:
2/1/10LWOREVISED PER SUBMITTAL REVIEW COMMENTS1
NOTE: ALL DIAMETERS TO MEASURED 2 PLACES, 90° APART (DESIGNATED ABOVE BY DIM #1 & DIM #2)
3/3/10LWOADDED INSPECTION DATA FOR SOUTH CRANE LOWER BLOCKS2
3 ADDED INSPECTION DATA FOR NORTH CRANE LOWER BLOCKS MCH 5/27/10
AS CONSTRUCTED4 JTN 5/26/11
CORPORATION
TM
CONTRACT # W9127N-10-C-0002
JOHN DAY DAM BRIDGE CRANES REHABILITATION
C
P E
R
NOMINAL TOLERANCE
UNLESS SPECIFIED
Rev.
Drawing No.Drawn By: Checked By: Sheet:
Scale: Date: Job No.
DateByDescription
REVISIONS
Number
US ARMY CORPS OF ENGINEERS
PORTLAND DISTRICT
BRIDGE CRANES REHABILITATION
JOHN DAY DAM
1/16
.010
.03
93950-152
31:4 12/7/09
LWO
JOHN DAY A.H. LOWER BLOCKS
MW
A.H. LOWER BLOCK REHAB DIAGRAM
REHABILITATION for electrical requirements for load cells.
load cells. See SECTION 41 01 20.73 26 BRIDGE CRANE ELECTRICAL
The equalizer sheave pins shall be replaced with new pins incorporating may be suitable.
replaced. Crosby Group has a replacement latch (Part No. 1090205) that
g. One of the auxiliary hoist hook latches is damaged and shall
f. Reassemble blocks and sheave assemblies.
assemblies.
other components necessary to completely rebuild blocks and sheave felt seals, grease fittings, cap screws, nuts and lockwashers and any lockwashers and locknuts, keeper bars, snap rings, thrust bearings,
e. Provide new sheave bearings and seals, sheave pins, spacers, recording inspection findings.
d. A block and sheave assembly inspection report shall be submitted tested for cracks and other anomalies.
removed using paint remover (not sandblast) and be magnetic particle
c. The block hooks, trunnions, and trunnion nuts shall have paint
SECTION 09 97 02.04 26, PAINTING (SYSTEM 16).
that will be reused, shall be sandblasted prior to inspection, see
b. Previously painted components, (except block hooks and trunnions) guards/covers, sheaves and side plates for cracks and other anomalies.
a. Disassemble blocks, clean and inspect block weldments, Rebuild blocks and sheave assemblies as follows:
assemblies shall be removed from the trolley frames and rebuilt offsite.
shall be rebuilt offsite. In addition, the auxiliary hoist upper sheave
The main hoist upper and lower blocks and the auxiliary hoist lower blocks
3.4 UPPER AND LOWER BLOCKS AND SHEAVE ASSEMBLIES
41 01 20.72 26-17
ASTM A 322, Grade 4140, quenched, tempered and stress relieved.
auxiliary hoist hook thrust bearings are SKF 918. New sheave pins shall be
Existing auxiliary hoist upper block seals are C/R 39961. Existing
Existing auxiliary hoist upper sheave bearings are Timken 27620/27687.
27620/27687. Existing auxiliary hoist load block seals are C/R 39961.
Existing auxiliary hoist load block sheave bearings are Timken
53X3434. Existing main hoist hook thrust bearings are Torrington 80TP134.
are Timken 48620/48685. Existing main hoist upper block seals are Garlock block seals are Garlock 53X3552. Existing main hoist upper sheave bearings block sheave bearings are Timken 46720/46790. Existing main hoist load kind. Hook thrust bearings shall be replaced. Existing main hoist load
Load block and upper block sheave bearings and seals shall be replaced in
2.13 LOAD AND UPPER BLOCKS
41 01 20.72 26-15
SPECIFICATIONS
E L E V A T I O N S E C T I O N
JOHN DAY AUX. HOIST LOWER BLOCK (4 REQUIRED)
D I M E N S I O N A L D I A G R A M
SCALE 1:6
1'-7 1/2"
3 7/8"
2"
2"
3 7/8"
ITEM PART QTY. DESCRIPTION
BILL OF MATERIALS
1 8 NEW SHEAVE BEARING, 27620/27687
8 NEW SHEAVE SEAL, C/R 39961
1 NEW SHEAVE PIN, 4140, Ø3 1/4" X 1'-6 3/4"
2 NEW BUTTON HEAD GREASE FITTINGS
12 NEW BOLT, HEX, 1/2"-13NC X 1 3/4" W/ NUT, FW & LW
1 NEW TRUNNION BEARING, SKF 918
2 NEW SHEAVE PIN KEEPER PLATES (MATCH EXISTING)
4 NEW SHEAVE PIN KEEPER PLATE BOLTS (MATCH EXISTING)
2 NEW TRUNNION SNAP RINGS, TRUARC, 5100-400
1 NEW LOCK NUT & WASHER, AN-16
1 NEW FELT SEAL ON TRUNNION (MATCH EXISTING)
13 NEW SHEAVE BEARING SPACERS (MATCH EXISTING)
1 HOOK LATCH, CROSBY, #1090205
AS CONSTRUCTED
3) VERIFY ALL DIMENSIONS DURING INSPECTION.
MISC HARDWARE & GREASE = 15 lbs
(1) TRUNNION = 78 lbs
(1) TRUNNION NUT = 24 lbs
(1) THRUST BEARING = 4 LBS
(4) SHEAVES = 502 lbs
(8) SHEAVE BEARINGS 19 lbs
(1) SHEAVE PIN = 44 lbs
(1) CHEEK PLATE FRAMES = 300 lbs
(1) HOOK = 214 lbs
BREAKDOWN:
2) ESTIMATED TOTAL WEIGHT OF EACH AUX. HOIST LOWER BLOCK IS 1,200 lbs
OF EACH BLOCK SHALL ALSO BE MARKED "NORTH FACE".
EACH BLOCK SHALL BE MARKED (U.S. SOUTH, D.S. SOUTH, U.S. NORTH, & D.S. NORTH). THE NORTH FACE
1) THERE ARE (4) AUX. HOIST LOWER BLOCKS THAT REQUIRE REHABILITATION. PRIOR TO REMOVAL
NOTES:
1'-6 11/16 " REF.
REF.
4'-5 7/16 "
E X I S
T I
E A
V E
E X I S
T I
E A
V E
E X I S
T I
E A
V E
E X I S
T I
E A
V E
EXISTING HOOK
TRUNNION
EXISTING
EXISTING SET SCREW
EXISTING NUT
CHEEK PLATE FRAME #2
CHEEK PLATE FRAME #1
EXISTING CENTER GUARD
CHEEK PLATES
INSPECT EXISTING
NEW SHAFT WITH GREASE HOLES
1 ADDED REPLACEMENT OF 1 HOOK LATCH (BOM ITEM 13) LWO 12/16/09
NOTE: 1 OF THE 4 HOOK LATCHES IS DAMAGED. REPALCE WITH ITEM 1313
2/1/10LWOADDED NOTE 3 PER SUBMITTAL REVIEW COMMENTS2
AS CONSTRUCTED3 JTN 5/26/11
CORPORATION
TM
CONTRACT # W9127N-10-C-0002
JOHN DAY DAM BRIDGE CRANES REHABILITATION
C
P E
R
NOMINAL TOLERANCE
UNLESS SPECIFIED
Rev.
Drawing No.Drawn By: Checked By: Sheet:
Scale: Date: Job No.
DateByDescription
REVISIONS
Number
US ARMY CORPS OF ENGINEERS
PORTLAND DISTRICT
BRIDGE CRANES REHABILITATION
JOHN DAY DAM
1/16
.010
.03
93950-153
41:6 12/7/09
LWO
JOHN DAY A.H. LOWER BLOCKS
MW
A.H. LOWER BLOCK INSPECTION FORM
EXPLODED ELEVATION SECTION
ONLY ITEMS TO BE INSPECTED SHOWN
TYPICAL SHEAVE BORE DIMS
DIM #2DIM #1
Dim "D" #2Dim "C" #2Dim "B" #2Dim "A" #2
UPSTREAM NORTH LOWER BLOCK
DATEINITIAL
DATEINITIALPASS/FAILDim "A" #1 Dim "B" #1 Dim "C" #1 Dim "D" #1 GROOVE NOTES
SHEAVE #1
SHEAVE #2
SHEAVE #3
SHEAVE #4
Dim "E"
PASS/FAIL NOTES
Dim "F"
Dim "G"
Dim "H"
Dim "I"
Dim "J"
Dim "K"
Dim "L"
Dim "M"
Dim "N"
Dim "O"
Dim "P"
Dim "Q"
Dim "R"
NOTES ON NDT INSPECTIONS:
NOTES ON NDT INSPECTIONS:
Dim "R"
Dim "Q"
Dim "P"
Dim "O"
Dim "N"
Dim "M"
Dim "L"
Dim "K"
Dim "J"
Dim "I"
Dim "H"
Dim "G"
Dim "F"
NOTESPASS/FAIL
Dim "E"
SHEAVE #4
SHEAVE #3
SHEAVE #2
SHEAVE #1
NOTESGROOVEDim "D" #1Dim "C" #1Dim "B" #1Dim "A" #1 PASS/FAILINITIAL DATE
INITIAL DATE
DOWNSTREAM NORTH LOWER BLOCK
Dim "A" #2 Dim "B" #2 Dim "C" #2 Dim "D" #2
DIM #1 DIM #2
Dim "A" #1 Dim "A" #2 Dim "B" #1 Dim "B" #2 Dim "C" #1 Dim "C" #2 Dim "D" #1 Dim "D" #2 GROOVE PASS/FAIL INITIAL DATE NOTES
SHEAVE #1 5.000 5.000 4.935 4.935 4.935 4.935 4.999 4.999 PASS PASS WF 2/10/2010 PASS
SHEAVE #2 5.003 5.000 4.935 4.935 4.936 4.935 5.001 5.001 PASS PASS WF 2/10/2010 PASS
SHEAVE #3 5.002 5.002 4.935 4.935 4.935 4.935 5.002 5.002 PASS PASS WF 2/10/2010 PASS
SHEAVE #4 5.001 5.001 4.935 4.935 4.935 4.935 4.998 4.998 PASS PASS WF 2/10/2010 PASS
DIM #1 DIM #2 PASS/FAIL INITIAL DATE NOTES
Dim "E" 4.007 4.007 PASS WF 2/10/2010 PASS
Dim "F" 4.007 4.007 PASS WF 2/10/2010 PASS
Dim "G" 4.007 4.007 PASS WF 2/10/2010 PASS
Dim "H" 4.007 4.007 PASS WF 2/10/2010 PASS
Dim "I" 4.006 4.006 PASS WF 2/10/2010 PASS
Dim "J" 4.006 4.006 PASS WF 2/10/2010 PASS
Dim "K" 5.319 5.319 PASS WF 2/10/2010 PASS
Dim "L" PASS WF 2/10/2010 PASS
Dim "M" 3.990 3.990 PASS WF 2/10/2010 PASS
Dim "N" 3.990 3.959 PASS WF 2/10/2010 PASS
Dim "O" 3.622 3.622 PASS WF 2/10/2010 PASS
Dim "P" 5.318 5.319 PASS WF 2/10/2010 PASS
Dim "Q" PASS WF 2/10/2010 PASS
Dim "R" 3.516 3.514 PASS WF 2/10/2010 PASS
PASS
PASS
UPSTREAM SOUTH AUX HOIST LOWER BLOCK
NOTES ON NDT INSPECTIONS:
No crack indications were found. All block assembly & layout dimensions were found to be within tolerance.
Dim "A" #1 Dim "A" #2 Dim "B" #1 Dim "B" #2 Dim "C" #1 Dim "C" #2 Dim "D" #1 Dim "D" #2 GROOVE PASS/FAIL INITIAL DATE NOTES
SHEAVE #1 5.000 5.000 4.936 4.936 4.936 4.936 5.000 5.000 PASS PASS WF 2/10/2010 PASS
SHEAVE #2 4.999 4.999 4.935 4.935 4.935 4.935 4.998 4.998 PASS PASS WF 2/10/2010 PASS
SHEAVE #3 4.997 4.997 4.936 4.936 4.937 4.937 4.997 4.997 PASS PASS WF 2/10/2010 PASS
SHEAVE #4 4.998 4.998 4.935 4.935 4.936 4.936 4.999 4.998 PASS PASS WF 2/10/2010 PASS
DIM #1 DIM #2 PASS/FAIL INITIAL DATE NOTES
Dim "E" 4.006 4.006 PASS WF 2/10/2010 PASS
Dim "F" 4.006 4.006 PASS WF 2/10/2010 PASS
Dim "G" 4.006 4.007 PASS WF 2/10/2010 PASS
Dim "H" 4.006 4.006 PASS WF 2/10/2010 PASS
Dim "I" 4.004 4.004 PASS WF 2/10/2010 PASS
Dim "J" 4.002 4.002 PASS WF 2/10/2010 PASS
Dim "K" 5.317 5.318 PASS WF 2/10/2010 PASS
Dim "L" PASS WF 2/10/2010 PASS
Dim "M" 3.991 3.991 PASS WF 2/10/2010 PASS
Dim "N" 3.991 3.991 PASS WF 2/10/2010 PASS
Dim "O" 3.622 3.622 PASS WF 2/10/2010 PASS
Dim "P" 5.322 5.322 PASS WF 2/10/2010 PASS
Dim "Q" PASS WF 2/10/2010 PASS
Dim "R" 3.517 3.516 PASS WF 2/10/2010 PASS
PASS
PASS
DOWNSTREAM SOUTH AUX HOIST LOWER BLOCK
NOTES ON NDT INSPECTIONS:
No crack indications were found. All block assembly & layout dimensions were found to be within tolerance.
PASSPASSPASS4.9754.9754.9114.9124.9124.9124.9744.974
PASSPASSPASS4.9734.9734.9104.9104.9094.9094.9734.974
PASSPASSPASS4.9744.9744.9114.9114.9104.9104.9744.974
SHEAVE CRACKED5/25/2010JDRPASSPASS4.9744.9744.9124.9124.9124.9124.9754.975
JDR
JDR
JDR
5/25/2010
5/25/20105/25/2010
5/25/20105/25/2010
5/25/20105/25/2010
5/25/20105/25/2010
5/25/20105/25/2010
5/25/20105/25/2010
5/25/2010
JDR
JDR
JDR
4.974 4.974 4.911 4.911 4.911 4.911 4.975 4.975 PASS PASS JDR 5/25/2010 PASS
4.974 4.974 4.910 4.910 4.912 4.912 4.973 4.973 PASS PASS PASS
4.975 4.975 4.911 4.911 4.910 4.911 4.974 4.974 PASS PASS SHEAVE CRACKED
4.975 4.975 4.913 4.910 4.910 4.911 4.975 4.975 PASS PASS PASS
PASS
PASS
PASSWFPASS3.5433.543
PASSWFPASS
PASSWFPASS3.3183.318
PASSWFPASS3.6253.625
PASSWFPASS3.9893.989
PASSWFPASS3.9893.989
PASSWFPASS
PASSWFPASS5.3195.319
PASSWFPASS4.0074.007
PASSWFPASS4.0064.006
PASSWFPASS4.0064.006
PASSWFPASS4.0074.007
PASSWFPASS4.0064.009
PASS5/25/2010WFPASS4.0094.009
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
5/25/2010
4.007 4.007 PASS WF 5/25/2010 PASS
4.007 4.007 PASS WF PASS
4.007 4.007 PASS WF PASS
4.007 4.007 PASS WF PASS
4.009 4.009 PASS WF PASS
4.008 4.008 PASS WF PASS
5.318 5.318 PASS WF PASS
PASS WF PASS
3.989 3.989 PASS WF PASS
3.989 3.989 PASS WF PASS
3.625 3.625 PASS WF PASS
3.318 3.318 PASS WF PASS
PASS WF PASS
3.540 3.540 PASS WF PASS
PASS
PASS
AS CONSTRUCTED
E X I S
T I
E A
V E
E X I S
T I
E A
E X I S
T I
E A
E X I S
T I
E A
V E
NORTH SIDE
GROOVE
"A""B""C""D"
"E""F""G""H"
"I""J"
"K"
"L" THREADS
"O"
"P"
"M""N"
"Q" THREADS
"R"
HOOK
TRUNNION
TRUNNION NUT
FRAME #1
PLATE
CHEEK
FRAME #2
PLATE
CHEEK
GUARD
CENTER
2/1/10LWOREVISED PER SUBMITTAL REVIEW COMMENTS1
INSPECTED 100% VISWUAL AND 10% NDT.
INSPECTED. ALL WELDS WILL BE
1) ALL ITEMS SHOWN WILL BE NDT
NOTES:
NOTE: ALL DIAMETERS TO MEASURED 2 PLACES, 90° APART (DESIGNATED ABOVE BY DIM #1 & DIM #2)
2 ADDED INSPECTION DATA FOR SOUTH CRANE LOWER BLOCKS LWO 3/3/10
5/27/10MCHADDED INSPECTION DATA FOR NORTH CRANE LOWER BLOCKS3
CORPORATION
TM
CONTRACT # W9127N-10-C-0002
JOHN DAY DAM BRIDGE CRANES REHABILITATION
C
P E
R
NOMINAL TOLERANCE
UNLESS SPECIFIED
Rev.
Drawing No.Drawn By: Checked By: Sheet:
Scale: Date: Job No.
DateByDescription
REVISIONS
Number
US ARMY CORPS OF ENGINEERS
PORTLAND DISTRICT
BRIDGE CRANES REHABILITATION
JOHN DAY DAM
1/16
.010
.03
93950-156
21:6 12/9/09
LWO
590 TON SPREADER BEAM
MH
SECTIONS
SECTION A
AFROM 93950-155
SECTION B
BFROM 93950-155
6'-10"
6'-10 1/2"
3'-10"
5'-6 1/2"
1'-0 1/4"
2'-0"
1 1/4"
1 1/4"
3/4"
1 1/4"
1 1/4"
1 1/4"
1 1/2"
1 1/4"
1/2" AS CONSTRUCTED
LEVEL INDICATING PLATE
SPREADER BEAM (A-6560)
EXISTING 590 TON
EXISTING BEARING RETAINERS (C-9621)
EXISTING BEARING RETAINER BOLTS (3/4"-10NC X 3 1/2" W/WASHER)
EXISTING TRUNNION (C-9620)
EXISTING TRUNNION BEARING (TORRINGTON DWG#84993-A)
EXISTING 12 GA. DUST SHIELD
EXISTING RING
EXISTING BEARING RETAINER (C-9621)
EXISTING TRUNNION (C-9620)
EXISTING BEARING RETAINERS (C-9621)
EXISTING RETAINER GUIDES (D-3526)
(1/2 X 1/2" X 13'-0")
EXISTING FELT SEAL
1/2" W/WASHER)
(3/4"-10NC X 3
RETAINER BOLTS
EXISTING BEARING
(SHOWN FOR REFERENCE)
ANGLE IRON PIN TRAY
SPREADER BEAM (A-6560)
EXISTING 590 TON
EXISTING KEEPER PLATE (C-7669-9)
EXISTING HOOK PIN (C-9622)
EXISTING PIN HANDLE
4) VERIFY ALL DIMENSIONS DURING INSPECTION.
3) REFER TO DWG 93950-159 FOR STRUCTURAL INSPECTION FORM.
2) REFER TO DWG 93950-158 FOR HOOK PIN INSPECTION FORM.
1) REFER TO DWG 93950-157 FOR MACHANICAL INSPECTION FORM.
NOTES:
CORPORATION
TM
CONTRACT # W9127N-10-C-0002
JOHN DAY DAM BRIDGE CRANES REHABILITATION
C
P E
R
NOMINAL TOLERANCE
UNLESS SPECIFIED
Rev.
Drawing No.Drawn By: Checked By: Sheet:
Scale: Date: Job No.
DateByDescription
REVISIONS
Number
US ARMY CORPS OF ENGINEERS
PORTLAND DISTRICT
BRIDGE CRANES REHABILITATION
JOHN DAY DAM
1/16
.010
.03
93950-157
31:6 12/9/09
LWO
590 TON SPREADER BEAM
MH
MECHANICAL INSPECTION DIAGRAM
EXPLODED SECTION THRU TRUNNION
SAME AS SECTION A-A ON 93950-156 (EXPLODED)
LOCATION DIM #1 PASS/FAIL INITIAL DATE NOTES
"A"
"B"
"C"
"D"
"E"
"F"
"G"
"H"
"I"
"J"
"K"
"L"
"M"
"N"
"O"
"P"
"Q"
"R"
"S"
"T"
"U"
"V" after inspection.
removed using paint remover (not sandblast) during cleaning. Reassemble and other anomalies. Any paint on the hook, pins and trunnion shall be other anomalies. Trunnion supports shall be visually inspected for cracks cleaned, visually inspected, and magnetic particle tested for cracks and and trunnion, hook, and hook nut shall be removed from the lifting beam, anomalies. Paint on lifting beam weldment shall not be removed. The pins, The lifting beam weldment shall be visually inspected for cracks and other
DIM #2
50-3/16 50-3/16
53-3/16 53-3/16
53-1/8 53-1/8
50-1/8 50-1/8
42-1/8 42-1/8
47.512 47.512
47-1/2 47-1/2
43 43
47.51 47.51
43 43
19.998 19.998
19.999 19.999
45 45
45 45
38.011 38.015
38.011 38.012
37.985 37.983
37.983 37.981
20.025 20.024
20.024 20.024
44 44
44 44
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
PASS CT 04/28/2010
AS CONSTRUCTED
"A"
"B"
"F"
"E"
"D"
"C"
"H"
"G"
"J"
"I"
"L"
"K"
"S" "T""P" "O"
"Q" "R"
"V""U"
"N"
"M"
SIDE WITH LEVEL INDICATOR
EXISTING 590 TON SPREADER BEAM FRAME
SUPPORT (2 PLCS)
EXISTING TRUNNION
EXISTING TRUNNION
EXISTING TRUNNION BEARING
EXISTING FELT SEAL
EXISTING BEARING RETAINER
EXISTING RETAINER GUIDE
NDT INSPECTED.
3) ALL ITEMS SHOWN (EXCEPT STRUCTURAL WELDMENT) WILL BE
2) REFER TO DWG 93950-159 FOR STRUCTURAL INSPECTION FORM.
1) REFER TO DWG 93950-158 FOR HOOK PIN INSPECTION FORM.
NOTES:
2/1/10LWOREVISED PER SUBMITTAL REVIEW COMMENTS1
NOTE: ALL DIAMETERS TO MEASURED 2 PLACES, 90° APART (DESIGNATED ABOVE BY DIM #1 & DIM #2)
2 REVISED PER FIELD VERIFIED DIMENSIONS MCH 4/28/10
CORPORATION
TM
CONTRACT # W9127N-10-C-0002
JOHN DAY DAM BRIDGE CRANES REHABILITATION
C
P E
R
NOMINAL TOLERANCE
UNLESS SPECIFIED
Rev.
Drawing No.Drawn By: Checked By: Sheet:
Scale: Date: Job No.
DateByDescription
REVISIONS
Number
US ARMY CORPS OF ENGINEERS
PORTLAND DISTRICT
BRIDGE CRANES REHABILITATION
JOHN DAY DAM
1/16
.010
.03
93950-158
31:12 12/9/09
LWO
590 TON SPREADER BEAM
MH
HOOK PIN INSPECTION DIAGRAM
EXPLODED SECTION THRU HOOK PIN
SAME AS SECTION B-B ON 93950-156 (EXPLODED)
LOCATION DIM #1 PASS/FAIL INITIAL DATE NOTES
"A"
"B"
"C"
"D"
"E"
LOCATION
"A"
"B"
"C"
"D"
"E"
HOOK PIN "A" INSPECTION FORM (REFER TO ISO VIEW ON DWG# 93950-155 FOR LOCATION OF HOOK PIN "A") HOOK PIN "B" INSPECTION FORM (REFER TO ISO VIEW ON DWG# 93950-155 FOR LOCATION OF HOOK PIN "B")
DIM #2 DIM #1 DIM #2 NOTESDATEINITIALPASS/FAIL
10.50810.511
10.50810.510
10.46610.465
10.46610.466
10.46710.467 10.466 10.466
10.4645 10.465
10.464 10.464
10.5095 10.507
10.509 10.507CT 04/28/10
04/28/10CT
04/28/10CT
04/28/10CT
04/28/10CT
PASS
PASS
PASS
PASS
PASS PASS
PASS
PASS
PASS
PASS
CT 04/28/10
CT 04/28/10
CT 04/28/10
CT 04/28/10
04/28/10CT
AS CONSTRUCTED
"A""B"
"E" "D" "C"
N
C E
N T
N
G
N
580 TON SPREADER BEAM
(SHOWN FOR REFERENCE)
ANGLE IRON PIN TRAY
HOOK PIN
HOOK PIN BORES
KEEPER PLATE (SHOWN FOR REFERENCE)
2) REFER TO DWG 93950-159 FOR STRUCTURAL INSPECTION FORM.
1) REFER TO DWG 93950-157 FOR MACHANICAL INSPECTION FORM.
NOTES:
2/1/10LWOREVISED PER SUBMITTAL REVIEW COMMENTS1
NOTE: ALL DIAMETERS TO MEASURED 2 PLACES, 90° APART (DESIGNATED ABOVE BY DIM #1 & DIM #2)
2 REVISED PER FIELD VERIFIED DIMENSIONS MCH 4/28/10
CORPORATION
TM
CONTRACT # W9127N-10-C-0002
JOHN DAY DAM BRIDGE CRANES REHABILITATION
C
P E
R
NOMINAL TOLERANCE
UNLESS SPECIFIED
Rev.
Drawing No.Drawn By: Checked By: Sheet:
Scale: Date: Job No.
DateByDescription
REVISIONS
Number
US ARMY CORPS OF ENGINEERS
PORTLAND DISTRICT
BRIDGE CRANES REHABILITATION
JOHN DAY DAM
1/16
.010
.03
93950-159
11:12 12/9/09
LWO
590 TON SPREADER BEAM
MH
STRUCTURAL INSPECTION DIAGRAM
AS CONSTRUCTED
3) REFER TO DWG 93950-158 FOR HOOK PIN INSPECTION FORM.
2) REFER TO DWG 93950-157 FOR MACHANICAL INSPECTION FORM.
WITH A DESCRIPTION AND ARROW POINTING TO THE LOCATION.
ANOMALIES ARE FOUND DURING THE INSPECTION, THEY ARE TO BE NOTED ON THIS DIAGRAM
ONLY THE WELDED STRUCTURAL FRAME IS SHOWN. IF ANY DAMAGE, CRACKS, WEAR, OR OTHER
1) THIS IS A STRUCTURAL INSPECTION DIAGRAM FOR THE JOHN DAY 590 TON SPREADER BEAM.
NOTES:
AS CONSTRUCTED1 JTN 5/26/11
CORPORATION
TM
CONTRACT # W9127N-10-C-0002
JOHN DAY DAM BRIDGE CRANES REHABILITATION
C
P E
R
NOMINAL TOLERANCE
UNLESS SPECIFIED
Rev.
Drawing No.Drawn By: Checked By: Sheet:
Scale: Date: Job No.
DateByDescription
REVISIONS
Number
US ARMY CORPS OF ENGINEERS
PORTLAND DISTRICT
BRIDGE CRANES REHABILITATION
JOHN DAY DAM
1/16
.010
.03
93950-164
21:16 12/23/09
LWO
310 TON SPREADER BEAMS
MH
SPREADER BEAM G.A.
B
B
A
P L A N V I E W
E L E V A T I O N V I E W
E N D V I E W
4'-4 3/4"
8'-5"
16'-10"
4'-4 3/4"
18'-10"
7'-5 1/2"
3'-7 1/4"
3'-10 1/4"
3'-6"
1'-6"
AS CONSTRUCTED
REFER TO DWG#
93950-165 93950-165
REFER TO DWG#
93950-165
REFER TO DWG#
HOOK PIN "B"
HOOK "PIN "A"
ESTIMATED SPREADER BEAM WEIGHT: 18,500 lbs
5) VERIFY ALL DIMENSIONS DURING INSPECTION.
REQUIRE INSPECTION.
4) ONLY (1) 2130 TON SPREADER BEAM IS SHOWN. THERE ARE (2) 310 TON SPREADER BEAMS THAT
3) REFER TO DWG 93950-168 FOR STRUCTURAL INSPECTION FORM.
2) REFER TO DWG 93950-167 FOR HOOK PIN INSPECTION FORM.
1) REFER TO DWG 93950-166 FOR MECHANICAL INSPECTION FORM.
NOTES:
2/1/10LWOADDED NOTE 5 PER SUBMITTAL REVIEW COMMENTS1
CORPORATION
TM
CONTRACT # W9127N-10-C-0002
JOHN DAY DAM BRIDGE CRANES REHABILITATION
C
P E
R
NOMINAL TOLERANCE
UNLESS SPECIFIED
Rev.
Drawing No.Drawn By: Checked By: Sheet:
Scale: Date: Job No.
DateByDescription
REVISIONS
Number
US ARMY CORPS OF ENGINEERS
PORTLAND DISTRICT
BRIDGE CRANES REHABILITATION
JOHN DAY DAM
1/16
.010
.03
93950-165
21:6 12/23/09
LWO
310 TON SPREADER BEAMS
MH
SECTIONS
SECTION A
AFROM 93950-164
SECTION B
BFROM 93950-164
1'-9"
1'-11"
3'-5"
3'-6"
1 1/4"
1 1/4"
1 3/4"
11"2'-2"
9"
1'-3"
4'-4 3/4"
3'-10 1/4"
3'-8 1/2"
1 1/4"
8 1/2"
1 1/4"
9 1/4"
3/4"
5/8"
3/4"
AS CONSTRUCTED
4) VERIFY ALL DIMENSIONS DURING INSPECTION.
3) REFER TO DWG 93950-168 FOR STRUCTURAL INSPECTION FORM.
2) REFER TO DWG 93950-167 FOR HOOK PIN INSPECTION FORM.
1) REFER TO DWG 93950-166 FOR MECHANICAL INSPECTION FORM.
NOTES:
EXISTING HOOK PIN (C-9045)
EXISTING 310 TON SPREADER FRAME (A-6276)
ANGLE IRON PIN TRAY
EXISTING PIN HANDLE
EXISTING KEEPER PLATE WITH BOLTS (C-7669-9)
EXISTING 310 TON SPREADER FRAME (A-6276)
EXISTING HOOK (8-8556)
EXISTING TRUNNION (C-9095)
EXISTING LEVEL INDICATOR (C-9096)
EXISTING TRUNNION HUBS
EXISTING TRUNNION HUB BOLTS & WASHERS
SET SCREW
EXISTING 3/4"
EXISTING HOOK SHANK/NUT DOWEL
TORRINGTON 80TP139
EXIST…
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