HOLD; TO BE COORDINATED WITH FINAL DESIGN OF PILE CAP ...

BASCULE PIER PILE ELEVATIONBP1 - BP16

N.T.S.

PLAN - PILE LAYOUTSCALE 1 / 100

SECTION A-AN.T.S.

SECTION B-BN.T.S.

PA

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013

JOHNSON STREET BRIDGE REPLACEMENT

1501 Broadway, Suite 310New York, NY 10036 U.S.A.Ph +1-212-944-1150 Fax +1-212-391-0297

DRAWN BY

DATE

SCALE

Ref.No. No. Date Dr'n Ch'dREVISIONR E F E R E N C E SHEET

APPROVED

DWG.

PREPARED FOR: PREPARED BY: SEAL

ANSI DSIZE REV.

DESIGN BY

TJH

A 2013-05-31 ISSUE FOR DETAIL

9

KRG

2013-05-31

AS NOTED

DRILLED SHAFT DETAILSEAST PIER

DJK

BP1 BP5 BP9 BP13

BP14BP10BP6BP2

BP3 BP7 BP11 BP15

BP16BP12BP8BP4

AZ. 78°44'52"

A A

B B

PILE LENGTHS (SEE NOTE 2)

PILESTOP OFPILE EL.

(m)

ESTIMATEDBEDROCK EL.

(m)

ESTIMATEDTIP OF PILE

EL. (m)

ESTIMATEDTOTAL PILELENGTH (m)

BP1 - BP4 -1.1 -23.0 -30.0 28.9BP5 - BP8 -1.1 -24.0 -31.0 29.9BP9 - BP12 -1.1 -24.5 -31.5 30.4BP13 - BP16 -1.1 -25.0 -32.0 30.9

2500 3 SPACES @ 5000 = 15000 3090

3390

6000

3610

1830 DIA. 25 THK.STEEL PIPE PILE

20M SPIRALREINFORCING

28 No. BUNDLESOF 3-35M BARS

100 CLR. (TYP)

6 - 50 I.D. SCHEDULE 40STEEL CROSSHOLE SONIC

LOGGING TUBES FULLLENGTH OF PILE

6000

PILE CAP OUTLINE

CAST IN PLACEPILE CAP(REINFORCEMENTNOT SHOWNFOR CLARITY)

TREMIE SEAL

PRECASTCOFFERDAMBOX

1830 DIA. DRILLEDSHAFT WITH STEELCASING

1495

3052800

20M

SPIR

ALR

EIN

FOR

CIN

G@

80PI

TCH

20M

SPIR

ALR

EIN

FOR

CIN

G@

150

PITC

H

100020M SPIRAL

REINFORCING@ 80 PITCH

20M

SP

IRA

LR

EIN

FOR

CIN

G@

150

PIT

CH 60

00M

IN.

RO

CK

SO

CKE

TD

EP

THB

ELO

WS

TEE

LC

AS

ING

NOTES:

1. FOR STRUCTURES GENERAL NOTES, SEE DWG. XXX.

2. SUBJECT TO FINAL GEOTECHNICAL INVESTIGATIONS.

3. CONCRETE FOR BASCULE PIER DRILLED SHAFTS SHALL BE IN ACCORDANCE WITH THE GENERAL NOTES, EXCEPT AS MODIFIED HEREIN. BASCULE PIER DRILLED SHAFT CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:

- CONFORM TO CAN/CSA A23.1 UNLESS NOTED OTHERWISE - MINIMUM 28 DAY COMPRESSIVE STRENGTH = 45 MPa - MAXIMUM AGGREGATE SIZE = 10 mm - MAXIMUM WATER / CEMENT RATIO = 0.45

4. CONTRACTOR SHALL DEVELOP MIX DESIGN WHICH SHALL BE ADEQUATE FOR PLACEMENT WITHIN SALTWATER.

TOP OF BEDROCK

75REINFORCEMENT

COVER

1000 INTO STEEL CASING

BEDROCK

7500

3500

2500

1311

011

890

13090

C.L. AXIS OF ROTATION

C.L. OFBRIDGE

4000

20M

SPIR

AL

RE

INFO

RC

ING

@80

PIT

CH

3000

MIN

EL. -2.576m CASING CUTOFF

6 - 50 I.D. SCHEDULE 40STEEL CROSSHOLE SONIC

LOGGING TUBES FULLLENGTH OF PILE

20M SPIRALREINFORCING

1740ROCK SOCKET

80MIN. CLR.

28 No. BUNDLESOF 2-35M BARS

28N

o.BU

ND

LES

OF

3-35

MBA

RS

PIL

ER

EIN

FOR

CIN

G11

mLO

NG

28N

o.B

UN

DLE

SO

F2-

35M

BAR

SP

ILE

RE

INFO

RC

ING

RE

MAI

ND

ERO

FPI

LE

1500

90.0° WP3

WORKPOINT TABLE

WORKPOINT NORTHING EASTING ELEVATION AT T.O. ROAD STATION OFFSETWP3 5365907.636 472781.184 10.382 10+372.172 -1.500

L10CONTROLLINE

HOLD; TO BE COORDINATED WITH FINALDESIGN OF PILE CAP REINFORCEMENT(IN PROGRESS)

ISSUE FOR CONSTRUCTION0

1 2013-06-05 TITLE BLOCK REVISION; HOLD NOTE

5010751-100-S-SUB-0010 1

SOUTH ELEVATIONSCALE 1 / 100

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06_1

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: 5/3

/201

3

L.L.W.L. -1.878m

H.H.W.L. 1.522m

JOHNSON STREET BRIDGE REPLACEMENT BASCULE PIER


DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

5010751-100-S-PLN-

GENERAL ELEVATION

TJH

20030

KRG

ZW

2013-06-05

AS NOTED0 2013-06-05 ISSUE FOR DETAIL TJH BJM

BASCULE SPAN SIDEWALK NOT SHOWNPEDESTRIAN RAILING NOT SHOWN

C.L. EAST SPAN DECK JOINT


12267707546377 BASCULE SPAN

41650 NAVIGATION CHANNEL

20590

EAST PIERFENDER LIMIT

WEST PIERFENDER LIMIT

REST PIERBY OTHERS

APPROACH SPANBY OTHERS

C.L. TOE DECK JOINT

C.L. HEEL DECK JOINT

DECK OVERCOUNTERWEIGHT

APPROACH SPANBY OTHERS

BASCULE PIER

CENTER OF ROTATION EL. 10.830m

WALKWAYTHROUGHRING

412

C.L. BASCULE SPAN TOE BRGS

DESIGN IN PROGRESS

2

TRUSS ELEVATIONSCALE 1:100

TRUSS PLANSCALE 1:100

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2013



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

5010751-100-S-SUP- 260020

BASCULE SPANTRUSS GENERAL PLAN AND ELEVATION

DJK

BHK

KRG

2013-06-05

AS NOTED0 ISSUE FOR DETAIL2013-06-05 BHK BJM

DIAGONAL 2DIAGONAL 3

DIAGONAL 4

DIAGONAL 5

DIAG

ONA

L 6

C.L

. TO

ED

EC

K J

OIN

T

C.L

. OF

AXIS

OF

RO

TATI

ON

C

.L. H

EEL

DEC

K JO

INT

U1

L2

U2

L3

U3

L4

U4

8 9 10 11 12 13 14 15 16 17

DIAGONAL 1

108 9 13 141211

C.L

. TO

ED

ECK

JOIN

T

1715 16

C.L

. HE

ELD

ECK

JOIN

T

C.L

. OF

AXIS

OF

RO

TATI

ON

E.L. 10.830CENTER OF ROLL

LOWER COUNTERWEIGHT CONNECTION

UPPER COUNTERWEIGHT

UPPER COUNTERWEIGHT

TOP CHORD

NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX 3. FOR FRAMING PLAN, SEE SHEET XXX 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS 5. SOUTH TRUSS SHOWN; NORTH TRUSS SIMILAR. THE FABRICATORSHALL DETAIL AND FABRICATE THE SPAN FOR FULL DEAD LOADCAMBER. CAMBER DEFLECTIONS ARE INDICATED AT KEY LOCATIONSON THE TRUSS CAMBER DRAWING. ALL DIMENSIONS SHOWN ONTHESE DRAWINGS ARE FOR FINAL SPAN POSITION, UNLESS NOTEDOTHERWISE.

454509 SPA. @ 5050 = 412

475

7075

C.L. TRUSS

C.L. RING

--------------------------SCALE: 1:100

( ALL DIMENSIONS ARE IN METERS )

0 2 4 6m

TRUSS RING

DESIGN IN PROGRESS

3

ELEVATIONSCALE 1:100

PLANSCALE 1:100

TYPICAL BOTTOM CHORD SECTION SCALE 1:25

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/8/2

013



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

27

BASCULE SPAN TRUSS GEOMETRY AND TYPICAL CHORD SECTIONS

DJK

HMG

KRG

2013-06-05

AS NOTED0 ISSUE FOR DETAIL2013-06-05

5010751-100-S-SUP-0025

C.L

. TO

E

DE

CK

JO

INT

C.L

. OF

AXI

S O

F R

OTA

TIO

N

C.L

. HE

ELD

ECK

JOIN

T

U1

L2

U2

L3

U3

L4

U4

8 9 1710 11 12 13 14 15 16

15 161413121110

C.L

. HEE

LD

EC

K J

OIN

T

98 17

C.L

. OF

AXIS

OF

RO

TATI

ON

C.L

. TO

ED

EC

K J

OIN

T

750

400

400

400

750

1370

1000

1200

R6500

750

7550

EL. 10.830

1714

821

314

622

357

2646

503

1780 3958

527

454509 SPA. @ 5050 = 412

781

CENTER OF ROLL

6711

947

4944

3703

760

(SEE

NO

TE 1

)

920

1370

VAR

IES

DIAPHRAGM

DIAPHRAGM

BACKER BARS (TYP.)

TYPICAL DIAGONAL SECTION SCALE 1:25

TYPICAL TOP CHORD SECTION SCALE 1:25

LOWER COUNTERWEIGHT CONNECTION PLATES

2916

1200

UPPER COUNTERWEIGHT SUPPORT PLATE

UPPERCOUNTERWEIGHT

RING WEB PLATE

RING OUTER FLANGE

TOP CHORD TOP FLANGE

RING INNER FLANGE

RING INBOARD WEB PLATE

TOP CHORD TOP FLANGE

TRUSS WEB PLATE

NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX 3. FOR FRAMING PLAN, SEE SHEET XXX 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS 5. SOUTH TRUSS SHOWN; NORTH TRUSS SIMILAR. THE FABRICATOR SHALL DETAIL AND FABRICATE THE SPAN FOR FULL DEAD LOAD CAMBER. CAMBER DEFLECTIONS ARE INDICATEDAT KEY LOCATIONS ON THE TRUSS CAMBER DRAWING. ALL DIMENSIONS SHOWN ON THESE DRAWINGS ARE FOR FINAL SPAN POSITION, UNLESS NOTED OTHERWISE.NOTES:

MIDDLE FLANGE (TYP.)

RING WEB PLATE

2325

750

--------------------------SCALE: 1:100


0 2 4 6m

920

C.L. TRUSS

UPPER COUNTERWEIGHT

53412

347

1200

BACKER BARS (TYP.)

475

9128

7700

8385

925DESIGN IN PROGRESS

4

WEB ELEVATIONSCALE 1:75

TOP FLANGE PLAN (PROJECTED)SCALE 1:75

BOTTOM CHORD BOTTOM FLANGESCALE 1:75

BOTTOM CHORD TOP FLANGE PLANSCALE 1:75

PA

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3



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

28

BASCULE SPANWEB PLATE ELEVATION AND FLANGE PLAN

DJK

BHK

KRG

2013-05-31


1 TITLE BLOCK REV2013-06-05 BHK BJM

5010751-100-S-SUP-0100

8 9 10 11 12 13 14 1615

1

7

8 9 10 11 12 13 14 15 16

8 9 10 11 12 13 14 15 16

8 9 10 11 12 13 14 15 16

NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX. 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX. 3. FOR FRAMING PLAN, SEE SHEET XXX. 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS. 5. BACKING BARS FOR COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE CONTINUOUS. IF BARSEGMENTS ARE UTILIZED FOR BACKING, THEY SHALL BE MADE CONTINUOUS BY COMPLETE JOINTPENETRATION GROOVE WELDS AT EACH SEGMENT END. ALL COMPLETE JOINT PENETRATION GROOVEWELDS UTILIZED TO JOIN BACKER BAR SEGMENTS SHALL BE COMPLETED AND TESTED 100% UT OR RTPRIOR TO INSTALLATION WITHIN THE STRUCTURAL ASSEMBLY. 6. ALL WEB AND FLANGE BUTT SPLICES SHALL BE WELDED AND TESTED AS INDICATED ON THE DRAWINGSAND IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS PRIOR TO ASSEMBLY OF THE PLATES WITHINTHE WELDED TRUSS SECTIONS 7. ALL CUT OUTS, INCLUDING, BUT NOT LIMITED TO, SLOTS, BLOCK-OUTS, OPENINGS, AND COPES INPLATES SHALL BE GROUND SMOOTH TO A 6.3 MICROMETER FINISH, UNLESS NOTED OTHERWISE IN THEPLANS OR PROJECT SPECIFICATIONS. 8. ALL FIELD SPLICES SHALL BE COMPLETED WITH COMPLETE JOINT PENETRATION GROOVE WELDS. FIELDSPLICES SHALL BE MADE TO ALL BUTTING WEBS AND FLANGES AT DESIGNATED SPLICE LOCATIONS.ALL STEEL SHOWN ON THESE SHEETS SHALL BE CONSIDERED FRACTURE CRITICAL. ALL WELDS ON THISSHEET SHALL BE CONSIDERED FRACTURE CRITICAL. FRACTURE CRITICAL WELDS SHALL BE FABRICATEDAND TESTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 9. THE FABRICATOR SHALL DETAIL AND FABRICATE THE SPAN FOR FULL DEAD LOAD CAMBER. CAMBERDEFLECTIONS ARE INDICATED AT KEY LOCATIONS ON THE TRUSS CAMBER DRAWING. ALL DIMENSIONSSHOWN ON THESE DRAWINGS ARE FOR FINAL SPAN POSITION, UNLESS NOTED OTHERWISE. 10. ALL THICKNESSES SHOWN ON THESE SHEETS ARE FOR AFTER ANY FINISHING WHICH MAY BEDESIGNATED ON THE PLANS OR REQUIRED FOR FABRICATION. 11. THE FABRICATOR MAY REQUIRE ADDITIONAL STIFFENERS TO FACILITATE FABRICATION OF THEMEMBERS SHOWN. THE FABRICATOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED CONTROLS AGAINSTDISTORTION, SHRINKAGE, WARPAGE, ETC, TO OBTAIN THE DIMENSIONS SHOWN IN THE PLANS WITHINACCEPTABLE TOLERANCES SPECIFIED IN THE PLANS AND SPECIFICATIONS.

920

1370

1306

C.L. TRUSS

350

700

350

350

R1025

R1025R225

R225

R225

R1025

R225R225

R225

R225

1150

700

700

BOTTOM CHORD OF TRUSS TO FOLLOW PROFILE GRADE LINE

404008 SPA. @ 5050 =

B

H

B

EDGE OF ORTHOTROPIC DECK

PLATE SCHEDULEELEMENT DESCRIPTION THICKNESS MATERIAL DESIGNATION

1 TOP FLANGE 25 ASTM A709 GR50 F2 BOTTOM FLANGE 25 ASTM A709 GR50 F3 MIDDLE FLANGE 25 ASTM A709 GR50 F4 INBOARD WEB FORWARD 25 ASTM A709 GR50 F5 OUTBOARD/MIDDLE WEB FORWARD 25 ASTM A709 GR50 F6 MIDDLE WEB REAR 25 ASTM A709 GR50 F7 TOP CHORD WEB 25 ASTM A709 GR50 F8 FLOORBEAM DIAPHRAGM 20 ASTM A709 GR50 F9 NODAL DIAPHRAGM 16 ASTM A709 GR50 F10 INTERMEDIATE DIAPHRAGM 16 ASTM A709 GR50 F11 TRANSITION BLOCK 25 ASTM A709 GR50 F12 TRANSITION WEB 25 ASTM A709 GR50 F13 MIDDLE FLANGE REAR 30 ASTM A709 GR50 F14 WELDED OUTRIGGER FLANGE TAB 20 ASTM A709 GR50 F15 HORIZONTAL DIAPHRAGM 20 ASTM A709 GR50 F

WELD SCHEDULEWELD SIZE TYPE LOCATION CATEGORY RANGE

A COMPLETE PENETRATION TOP FLANGE - TOP CHORD WEB

B COMPLETE PENETRATION

TOP CHORD WEB - INNER/OUTER/MIDDLE WEBS

C COMPLETE PENETRATION

BOTTOM FLANGE - INNER/OUTER/MIDDLE WEBS

D COMPLETE PENETRATION MIDDLE FLANGE - WEBS

E DOUBLE SIDED FILLET FLOORBEAM DIAPHRAGM - WEBS & FLANGE

F DOUBLE SIDED FILLET NODAL DIAPHRAGM - WEBS & FLANGE

G DOUBLE SIDED FILLET INTERMEDIATE DIAPHRAGMS - WEBS & FLANGES

H COMPLETE PENETRATION TOP CHORD WEB - TOP CHORD WEB

I COMPLETE PENETRATION TRANSITION BLOCK - FLANGE

J COMPLETE PENETRATION TRANSITION BLOCK - WEBS

K COMPLETE PENETRATION TRANSITION WEB - OUTSIDE WEB

L COMPLETE PENETRATION DECK PLATE TAB - BOTTOM CHORD WEB

M COMPLETE PENETRATION

FLOORBEAM WEB TAB - BOTTOM CHORD WEB

2321

754

( ALL DIMENSIONS ARE IN MILLIMETERS )

-------------------0 1000 30002000SCALE: 1:75

4000

FIELD SPLICED5

R1025

FIELD SPLICE TC

R225

384

R225

R425

820

EL. 10.830mCENTER OF ROLL

350

350

920 400R250

400R250

920

1

1666

3271

4875B

B

7

7

4 11

14

3

2

925 FIELD SPLICE BC

13

350

NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX 3. FOR FRAMING PLAN, SEE SHEET XXX 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS 5. BACKING BARS FOR COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE CONTINUOUS. IF BAR SEGMENTS ARE UTILIZED FOR BACKING, THEY SHALL BE MADE CONTINUOUS BY COMPLETE JOINT PENETRATION GROOVE WELDS AT EACH SEGMENT END. ALL COMPLETE JOINT PENETRATION GROOVE WELDS UTILIZED TO JOIN BACKER BAR SEGMENTS SHALL BE COMPLETED AND TESTED 100% UT OR RT PRIOR TO INSTALLATION WITHIN THE STRUCTURAL ASSEMBLY. 6. ALL WEB AND FLANGE BUTT SPLICES SHALL BE WELDED AND TESTED AS INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS PRIOR TO ASSEMBLY OF THE PLATES WITHIN THE WELDED TRUSS SECTIONS 7. ALL CUT OUTS, INCLUDING, BUT NOT LIMITED TO, SLOTS, BLOCK-OUTS, OPENINGS, AND COPES IN PLATES SHALL BE GROUND SMOOTH TO A 6.3 MICROMETER FINISH, UNLESS NOTED OTHERWISE IN THE PLANS OR PROJECT SPECIFICATIONS. 8. ALL FIELD SPLICES SHALL BE COMPLETED WITH COMPLETE JOINT PENETRATION GROOVE WELDS. FIELD SPLICES SHALL BE MADE TO ALL BUTTING WEBS AND FLANGES AT DESIGNATED SPLICE LOCATIONS. ALL STEEL DESIGNATED "F" SHALL BE CONSIDERED FRACTURE CRITICAL AS INDICATED IN THE PROJECT SPECIFICATIONS. ALL WELDS FOR FRACTURE CRITICAL STEEL SHALL BE FABRICATED AND TESTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 9. THE FABRICATOR SHALL DETAIL AND FABRICATE THE SPAN FOR FULL DEAD LOAD CAMBER. CAMBER DEFLECTIONS ARE INDICATED AT KEY LOCATIONS ON THE TRUSS CAMBER DRAWING. ALL DIMENSIONS SHOWN ON THESE DRAWINGS ARE FOR FINAL SPAN POSITION, UNLESS NOTED OTHERWISE. 10. ALL THICKNESSES SHOWN ON THESE SHEETS ARE FOR AFTER ANY FINISHING WHICH MAY BE DESIGNATED ON THE PLANS OR REQUIRED FOR FABRICATION. 11. THE FABRICATOR MAY REQUIRE ADDITIONAL STIFFENERS TO FACILITATE FABRICATION OF THE MEMBERS SHOWN. THE FABRICATOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED CONTROLS AGAINST DISTORTION, SHRINKAGE, WARPAGE, ETC, TO OBTAIN THE DIMENSIONS SHOWN IN THE PLANS WITHIN ACCEPTABLE TOLERANCES SPECIFIED IN THE PLANS AND SPECIFICATIONS.

TITLE BLOCK REVISION; NOTE REV

5

BASCULE TRUSS CAMBER DIAGRAMSCALE 1:100

8 9 10 11 12 13 14 15 16 17 U1 U2 U3 U4 TOP REAR BOTTOMVERTICAL 192 168 142 113 85 63 44 28 14 5 116 66 18 1 7 2 0LONGITUDINAL 3 2 1 1 0 -1 -2 -3 -3 -4 -8 -14 -17 -17 -16 -4 0

LOCATION BOTTOM CHORD @ FB LINES TOP CHORD @ NODES RINGSOUTH TRUSS - CAMBER TABLE (mm)

8 9 10 11 12 13 14 15 16 17 U1 U2 U3 U4 TOP REAR BOTTOMVERTICAL 192 167 142 113 86 64 45 28 14 5 117 67 19 1 7 2 0LONGITUDINAL 2 2 1 0 -1 -2 -2 -3 -4 -4 -8 -14 -17 -18 -17 -4 0

LOCATION BOTTOM CHORD @ FB LINES TOP CHORD @ NODES RINGNORTH TRUSS - CAMBER TABLE (mm)

PA

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IAG

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: 5/2

3/20

13



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

29

BASCULE SPANTRUSS CAMBER DIAGRAM

DJK

BHK

KRG

2013-05-31



5010751-100-S-SUP-0105

171615141312111098

+L -L

+V

+V

TOP OF RING

REAR OF RING

BOTTOM OF RING

U4 W.P.

L4 W.P.

U3 W.P.

L3 W.P.L2 W.P.

U2 W.P.

U1 W.P.

C.L

. AX

IS O

FR

OTA

TIO

N

CAMBER KEY

NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX. 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX. 3. FOR FRAMING PLAN, SEE SHEET XXX. 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS. 5. THE FABRICATOR SHALL DETAIL AND FABRICATE THE SPAN FOR FULL DEAD LOAD CAMBER. CAMBER DEFLECTIONS ARE INDICATED AT KEY LOCATIONS ON THIS SHEET. ALL DIMESNIONS SHON ON THESE DRAWINGS ARE FOR FINAL SPAN POSITION, UNLESS NOTED OTHERWISE.

--------------------------SCALE: 1:100


0 2 4 6m

6

PLANSCALE 1:25

SECTION A-ASCALE 1:25

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TE: 5

/24/

2013



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

5010751-100-S-SUP- 300110

BASCULE SPANTRUSS DETAILS 1

DJK

BHK

KRG

2013-05-31



A A

111098

MA

TCH

LIN

E A

-AM

ATC

HLI

NE

A-A

1

7

TYP. U.O.N.

TYP. U.O.N.

111098

MAT

CH

LIN

E A

-A

B

B

C

CD

D

E

E

L

L


-------------------0 500 15001000SCALE: 1:25

2325

1370

920

C.L. TRUSS

151503 SPA. @ 5050 =

750

1200

START OF TOP CHORD TRANSITION

U1 W.P.

C.L. DIAGONAL 1

400

412

NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX. FOR NOTES APPLICABLE TO THIS SHEET,SEE SHEET XXX. SOUTH TRUSS SHOWN; NORTH TRUSS SIMILAR. 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX 3. FOR FRAMING PLAN, SEE SHEET XXX 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS.

1

3

10

9


1 TOP FLANGE 25 ASTM A709 GR50 F2 BOTTOM FLANGE 25 ASTM A709 GR50 F3 MIDDLE FLANGE 25 ASTM A709 GR50 F4 INBOARD WEB FORWARD 25 ASTM A709 GR50 F5 OUTBOARD/MIDDLE WEB FORWARD 25 ASTM A709 GR50 F6 MIDDLE WEB REAR 25 ASTM A709 GR50 F7 TOP CHORD WEB 25 ASTM A709 GR50 F8 FLOORBEAM DIAPHRAGM 20 ASTM A709 GR50 F9 NODAL DIAPHRAGM 16 ASTM A709 GR50 F

10 INTERMEDIATE DIAPHRAGM 16 ASTM A709 GR50 F11 TRANSITION BLOCK 25 ASTM A709 GR50 F12 TRANSITION WEB 25 ASTM A709 GR50 F13 MIDDLE FLANGE REAR 30 ASTM A709 GR50 F14 WELDED OUTRIGGER FLANGE TAB 20 ASTM A709 GR50 F15 HORIZONTAL DIAPHRAGM 20 ASTM A709 GR50 F


A COMPLETE PENETRATION TOP FLANGE - TOP CHORD WEB B COMPLETE PENETRATION TOP CHORD WEB - INNER/OUTER/MIDDLE WEBS C COMPLETE PENETRATION BOTTOM FLANGE - INNER/OUTER/MIDDLE WEBS D COMPLETE PENETRATION MIDDLE FLANGE - WEBS E DOUBLE SIDED FILLET FLOORBEAM DIAPHRAGM - WEBS & FLANGE F DOUBLE SIDED FILLET NODAL DIAPHRAGM - WEBS & FLANGE G DOUBLE SIDED FILLET INTERMEDIATE DIAPHRAGMS - WEBS & FLANGES H COMPLETE PENETRATION TOP CHORD WEB - TOP CHORD WEB I COMPLETE PENETRATION TRANSITION BLOCK - FLANGE J COMPLETE PENETRATION TRANSITION BLOCK - WEBS K COMPLETE PENETRATION TRANSITION WEB - OUTSIDE WEB L COMPLETE PENETRATION DECK PLATE TAB - BOTTOM CHORD WEB M COMPLETE PENETRATION FLOORBEAM WEB TAB - BOTTOM CHORD WEB

1260 MAX

B

9

1260 MAX10

H

5050 TO FB LINE 12

C.L. BASCULE SPANTOE BRGS (NOT SHOWN)

TOP OF ORTHOTROPIC DECK

15

15

1515

1

7

PLANSCALE 1:25


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DWG.


ANSI DSIZE REV.

DESIGN BY

5010751-100-S-SUP- 310111


DJK

BHK

KRG

2013-05-31


1 SECTION MARK, TITLE BLOCK REV2013-06-05 BHK BJM

A A

12 13

MAT

CH

LIN

E A

-AM

ATC

HLI

NE

A-A

MA

TCH

LIN

E A

-AM

ATC

HLI

NE

A-A

TYP. U.O.N.

TYP. U.O.N.

TYP. U.O.N.

12 13

MA

TCH

LIN

E A

-A

MA

TCH

LIN

E B

-B

F

F

G

G E

E

H

H

E

E

L

L

D

D


-------------------0 500 15001000SCALE: 1:25

750

400

400

C.L. DIAGONAL 1

C.L. DIAGONAL 2

C.L. DIAGONAL 3

1370

NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX. FOR NOTES APPLICABLE TO THIS SHEET,SEE SHEET XXX. SOUTH TRUSS SHOWN; NORTH TRUSS SIMILAR. 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX 3. FOR FRAMING PLAN, SEE SHEET XXX 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS.

C.L. TRUSS

3

13

10

9

U2 W.P.

L1 W.P.




1 TOP FLANGE 25 ASTM A709 GR50 F2 BOTTOM FLANGE 25 ASTM A709 GR50 F3 MIDDLE FLANGE 25 ASTM A709 GR50 F4 INBOARD WEB FORWARD 25 ASTM A709 GR50 F5 OUTBOARD/MIDDLE WEB FORWARD 25 ASTM A709 GR50 F6 MIDDLE WEB REAR 25 ASTM A709 GR50 F7 TOP CHORD WEB 25 ASTM A709 GR50 F8 FLOORBEAM DIAPHRAGM 20 ASTM A709 GR50 F9 NODAL DIAPHRAGM 16 ASTM A709 GR50 F10 INTERMEDIATE DIAPHRAGM 16 ASTM A709 GR50 F11 TRANSITION BLOCK 25 ASTM A709 GR50 F12 TRANSITION WEB 25 ASTM A709 GR50 F13 MIDDLE FLANGE REAR 30 ASTM A709 GR50 F14 WELDED OUTRIGGER FLANGE TAB 20 ASTM A709 GR50 F15 HORIZONTAL DIAPHRAGM 20 ASTM A709 GR50 F

50505050 TO FB LINE 11 5050 TO FB LINE 14

1260 MAXB

1260 MAX

1

15

1 1

8

PLANSCALE 1:25


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APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

5010751-100-S-SUP- 320112


DJK

BHK

KRG

2013-05-31


1 SECTION MARK, TITLE BLOCK REV2013-06-05 BHK BJM

A A

14 15 16

MA

TCH

LIN

E B

-BM

ATC

HLI

NE

B-B

TYP.U.O.N.

TYP.U.O.N.

1514 16

MAT

CH

LIN

E B

-B

G

G

E

E

I

I

F

F

D

D

H

H

L

L


-------------------0 500 15001000SCALE: 1:25

L3 W.P.

U3 W.P.

C.L. DIAGONAL 4

C.L. DIAGONAL 5

FIELD SPLICE T.C.

FIELD SPLICE D5

FIELD SPLICE B.C.

C.L. DIAGONAL 3

NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX. FOR NOTES APPLICABLETO THIS SHEET, SEE SHEET XXX. SOUTH TRUSS SHOWN; NORTH TRUSS SIMILAR 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX 3. FOR FRAMING PLAN, SEE SHEET XXX 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS.

C.L. TRUSS

BOTTOM CHORD TRANSITIONSEE NOTE 5

1

3

3

13


A COMPLETE PENETRATION

TOP FLANGE - TOP CHORD WEB

B COMPLETE PENETRATION

TOP CHORD WEB - INNER/OUTER/MIDDLE

WEBS

C COMPLETE PENETRATION

BOTTOM FLANGE - INNER/OUTER/MIDDLE

WEBS


E DOUBLE SIDED FILLET

FLOORBEAM DIAPHRAGM - WEBS & FLANGE

F DOUBLE SIDED FILLET

NODAL DIAPHRAGM - WEBS & FLANGE

G DOUBLE SIDED FILLET

INTERMEDIATE DIAPHRAGMS - WEBS &

FLANGES

H COMPLETE PENETRATION

TOP CHORD WEB - TOP CHORD WEB

I COMPLETE PENETRATION

TRANSITION BLOCK - FLANGE

J COMPLETE PENETRATION

TRANSITION BLOCK - WEBS

K COMPLETE PENETRATION

TRANSITION WEB - OUTSIDE WEB

L COMPLETE PENETRATION

DECK PLATE TAB - BOTTOM CHORD WEB

M COMPLETE PENETRATION

FLOORBEAM WEB TAB - BOTTOM CHORD WEB


1 TOP FLANGE 25 ASTM A709 GR50 F

2 BOTTOM FLANGE 25 ASTM A709 GR50 F

3 MIDDLE FLANGE 25 ASTM A709 GR50 F

4 INBOARD WEB FORWARD 25 ASTM A709

GR50 F

5 OUTBOARD/MIDDLE WEB FORWARD 25 ASTM A709

GR50 F

6 MIDDLE WEB REAR 25 ASTM A709 GR50 F

7 TOP CHORD WEB 25 ASTM A709 GR50 F

8 FLOORBEAM DIAPHRAGM 20 ASTM A709

GR50 F

9 NODAL DIAPHRAGM 16 ASTM A709 GR50 F

10 INTERMEDIATE DIAPHRAGM 16 ASTM A709

GR50 F

11 TRANSITION BLOCK 25 ASTM A709 GR50 F

12 TRANSITION WEB 25 ASTM A709 GR50 F

13 MIDDLE FLANGE REAR 30 ASTM A709 GR50 F

14 WELDED OUTRIGGER FLANGE TAB 20 ASTM A709

GR50 F

15 HORIZONTAL DIAPHRAGM 20 ASTM A709

GR50 F

101002 SPA. @ 5050 =

1370

5050 TO FB LINE 13

10

109

925

500BOTTOM CHORD BELOW

1260 MAX

1260 MAX

1

BOTTOM CHORDTRANSITION (BELOW)

FOR DETAILSSEE OTHERSHEETS

FOR DETAILSSEE OTHER

SHEETS

151 1

9

SECTION B-BSCALE 1:15

SECTION C-CSCALE 1:15

SECTION D-DSCALE 1:15

SECTION E-ESCALE 1:15

SECTION F-FSCALE 1:15

SECTION G-GSCALE 1:15

SECTION H-HSCALE 1:15

SECTION I-ISCALE 1:15

SECTION L-LSCALE 1:15

SECTION M-MSCALE 1:15

WELD DETAIL 1SCALE 1:15

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APPROVED

DWG.


ANSI

SIZE REV.

DESIGN BY

33


DJK

BHK

KRG

2013-05-31

AS NOTED0 ISSUE FOR DETAIL2013-05-31 HMG BJM

1 FLOORBEAM SECTIONS VIEWS, TITLE BLOCK REV2013-06-05 BHK BJM

5010751-100-S-SUP- 0120

M M

#

1

VARIES

920

VAR

IES

VAR

IES

VARIES

VAR

IES

750

920

920

1200

920

400

920

VAR

IES

750

1370

920

1370

725

920

750




3 MIDDLE FLANGE 25 ASTM A709 GR50 F

4 INBOARD WEB FORWARD 25 ASTM A709 GR50 F

5 OUTBOARD/MIDDLE WEB FORWARD 25 ASTM A709 GR50 F

6 MIDDLE WEB REAR 25 ASTM A709 GR50 F

7 TOP CHORD WEB 25 ASTM A709 GR50 F

8 FLOORBEAM DIAPHRAGM 20 ASTM A709 GR50 F


10 INTERMEDIATE DIAPHRAGM 16 ASTM A709 GR50 F

11 TRANSITION BLOCK 25 ASTM A709 GR50 F

12 TRANSITION WEB 25 ASTM A709 GR50 F

13 MIDDLE FLANGE REAR 30 ASTM A709 GR50 F

14 WELDED OUTRIGGER FLANGE TAB 20 ASTM A709 GR50 F

15 HORIZONTAL DIAPHRAGM 20 ASTM A709 GR50 F


A COMPLETE PENETRATION TOP FLANGE - TOP CHORD WEB

B COMPLETE PENETRATION TOP CHORD WEB - INNER/OUTER/MIDDLE WEBS

C COMPLETE PENETRATION BOTTOM FLANGE - INNER/OUTER/MIDDLE WEBS


E DOUBLE SIDED FILLET FLOORBEAM DIAPHRAGM - WEBS & FLANGE

F DOUBLE SIDED FILLET NODAL DIAPHRAGM - WEBS & FLANGE

G DOUBLE SIDED FILLET INTERMEDIATE DIAPHRAGMS - WEBS & FLANGES

H COMPLETE PENETRATION TOP CHORD WEB - TOP CHORD WEB

I COMPLETE PENETRATION TRANSITION BLOCK - FLANGE

J COMPLETE PENETRATION TRANSITION BLOCK - WEBS

K COMPLETE PENETRATION TRANSITION WEB - OUTSIDE WEB

L COMPLETE PENETRATION DECK PLATE TAB - BOTTOM CHORD WEB

M COMPLETE PENETRATION FLOORBEAM WEB TAB - BOTTOM CHORD WEB

11

1

3

3

3

3

3

3

3

4

4

4

7

5

5

5

54

4

VAR

IES

7 7

77

1

4 5

G

F

F

A

B

D

D

D

D

A

B

D

A

B

D

A

C

D

F

G

G

G


-------------------0 500 1000

SCALE: 1:15

920

BACKERBARS (TYP.)

BACKERBARS(TYP.)

BACKERBARS (TYP.)

BACKERBARS(TYP.)

1200

WEB TAB PLATE

FLOORBEAM WEB

350ORTHOTROPIC DECK PLATE

DECK TAB PLATE

SEE WELD DETAIL I (TYP.)

DECK TAB PLATE

ORTHOTROPIC DECK PLATE

CONTINUOUS BACK-UP BAR SEE NOTES THIS SHEET

CONTINUOUS BACKER BAR CUT TO SHAPE OR PROVIDE CJP TO PROVIDE REQUIRED SHAPE 100% UT OR RT ON CJP PRIOR TO WELDING BACKER BAR IN PLACE

LIMIT OF WEB (WELD EDGE PREP NOT SHOWN)

OUTSIDE EDGE OF FLANGE PLATECHAMFER PRIOR

TO WELDING

12.5

SHOP SPLICE DETAIL FLANGETHICKNESS TRANSITION

SCALE: 1:10

TYPICAL DIAPHRAGM PLATESCALE 1:15

RXX(TYP.)

OPENING

125 (TYP.)40 (TYP.)

XX XX

XXXX

WEB PLATE

THINNER FLANGE PLATETHICKER FLANGE PLATE

CL OF SPLICE

FLANGE

WEB PLATE

CPGW-GRIND SMOOTH

TACK WELDS PERMITTEDIN THESE CORNERS

WELD PERMITTED IN EITHER ORBOTH CORNERS. WELD TO BE

CONTINUOUS IF USED.

TYPICAL BOX BEAM WELD DETAILS

N.T.S

7

5

4 5

3

8

L

M

15

R175

BOTTOM CHORDDIAPHRAGM (TYP.)

NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX. FOR NOTES APPLICABLE TO THIS SHEET, SEE SHEET XXX 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX 3. FOR FRAMING PLAN, SEE SHEET XXX 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS.

1

1

1

GRIND PLATE TO FINAL RADIUSAFTER WELDING

10

ELEVATIONSCALE 1:25

PLANSCALE 1:25

SECTION K-KSCALE 1:25


SECTION J-JSCALE 1:25

SECTION O-OSCALE 1:15 SECTION P-P

SCALE 1:15

SECTION Q-QSCALE 1:15

DETAIL 1SCALE 1:10

SECTION R-RSCALE 1:15

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APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

34

NOT FOR CONSTRUCTION


BHK

BHK

KRG

2013-05-31


1 SECTION TITLE, TITLE BLOCK REV2013-06-05 BHK BJM

5010751-100-S-SUP-0125

1615

K K

L L

1615

J J

1615TYP.

U.O.N.

15 16

1615

O

O

P

P

Q

Q

1

R

R

C.L. TRUSS

28787

4075

920

1200

C.L. TRUSS VARIES

C.L. TRUSS

1200

920

VARIES

1200

1200

920

1800

E

3G

G

G

D

D

C

C

C

D

D

C

D

C

3

2

3

2

3

2

3

2

5

5

4

11

4

54

45

5

5

11

6

5

4

5




1 TOP FLANGE 25 ASTM A709 GR50 F2 BOTTOM FLANGE 25 ASTM A709 GR50 F3 MIDDLE FLANGE 25 ASTM A709 GR50 F4 INBOARD WEB FORWARD 25 ASTM A709 GR50 F

5 OUTBOARD/MIDDLE WEB FORWARD 25 ASTM A709 GR50 F

6 MIDDLE WEB REAR 25 ASTM A709 GR50 F7 TOP CHORD WEB 25 ASTM A709 GR50 F8 FLOORBEAM DIAPHRAGM 20 ASTM A709 GR50 F9 NODAL DIAPHRAGM 16 ASTM A709 GR50 F

10 INTERMEDIATE DIAPHRAGM 16 ASTM A709 GR50 F11 TRANSITION BLOCK 25 ASTM A709 GR50 F12 TRANSITION WEB 25 ASTM A709 GR50 F13 MIDDLE FLANGE REAR 30 ASTM A709 GR50 F

14 WELDED OUTRIGGER FLANGE TAB 20 ASTM A709 GR50 F


5050


-------------------0 500 15001000SCALE: 1:25


-------------------0 500 1000

SCALE: 1:15

NOTES: 1. SOUTH TRUSS SHOWN, NORTH TRUSS SIMILAR. ALL DIMENSIONS SHOWN FOR FINAL POSITION OF TRUSS. FABRICATOR TO ADJUST DIMENSIONS FOR FABRICATION AS REQUIRED FOR DEAD LOAD CAMBER SHAPE.2. WORK THIS SHEET WITH SHEETS XXX THRU XXX.3. FOR GENERAL NOTES SEE SHEET XXX.4. FOR FRAMING PLAN SEE SHEET XXX.

920

1800

880

FIELDSPLICEBC

C.L. RING

EDGE OFORTHOTROPICDECK

1200

BACKERBAR

J

J

J

15 15

2

8

8

8

10

11

1 1

11

SCALE 1 / 150



DRAWN BY

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SCALE

Ref.No. No. Date Dr'n Ch'dREVISIONR E F E R E N C E

SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-01


5010751-100-M-PLN-

MECHANICAL SUPPORT SYSTEM

LM

LM

CJ

2013/06/13

01

0 2013/06/13 ISSUED FOR DETAILING

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3

OPERATING MACHINERY

SEE DWG M-11

SPAN ROLLER SEGEMTS

SEE DWG M-03

GENERAL MACHINERY NOTES: THE DESIGN INTENT IS FOR THE CONTRACTOR TO USE ACCEPTED INDUSTRY METHODS TO ACHIEVE ALIGNMENT TOLERANCE FOR PROPER OPERATION OF A REPEATABLE OPERATING SYSTEM, INCLUDING COORDINATING ALL MECHANICAL, ELECTRICAL AND STRUCTURAL INTERFACE POINTS. LL RIGGING, SCAFFOLDING, MEASUREMENTS, ALIGNMENT AND INSTALLATION TOOLS REQUIRED FOR THE JOB ARE CONSIDERED PART OF THE WORK. THE FINAL MACHINERY INSTALLATION SHALL RESULT IN PROPER FUCTION THROUGHOUT THE COMPLETE RANGE OF OPERATION. MACHINERY INSTALLERS SHALL BE INVOLVED WITH THE INSTALLATION OF ANY STRUCTURAL STEEL FOR THE MOVABLE SPAN IN ORDER TO INDENTIFY AND COORDINATE THE STEEL ERECTION ITEMS THAT WILL AFFECT THE MACHINERY INSTALLATION. THE CONTRACTOR SHALL PREPARE AND SUBMIT DETAILED SHOP AND ASSEMBLY DRAWINGS BASED ON THE CONTRACT DRAWINGS AND SPECIFICATIONS FOR APPROVAL. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETAIL, COORDINATE AND VERIFY THE RELATIONSHIP AND ASSEMBLY OF ALL PARTS FOR A COMPLETE WORKING SYSTEM. ALL REQUIRED MACHINING, SPECIAL SHIMMING, LUBRICATION, PAINTING, TESTING AND ASSEMBLY SHALL BE CONSIDERED PART OF THE WORK. DESIGN OF BRIDGE MACHINERY CONFORMS TO THE 2007 AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) LOAD-AND-RESISTANCE FACTOR DESIGN (LRFD) FOR MOVABLE HIGHWAY BRIDGE DESIGN SPECIFICATIONS, INCLUDING 2008 REVISIONS, UNLESS OTHERWISE INDICATED ON THE PLANS, OR PROVIDED FOR IN THE SPECIFICATIONS. PROVIDE SHIMS FOR LEVELING AND ALIGNING OF ALL MACHINERY. SHIMS SHALL BE 1/2" NOMINAL THICKNESS, UNLESS OTHERWISE INDICATED ON THE PLANS, WITH ADJUSTMENTS AS DESCRIBED IN THE SPECIFICATIONS. ALL DIMENSIONS FOR MACHINE FINISHED SURFACES SHALL BE HELD TO 0.010 INCH, UNLESS OTHERWISE INDICATED ON THE PLANS OR PROVIDED FOR IN THE SPECIFICATIONS. PROVIDE ASTM A449 H.S. (FINISHED BODY HIGH STRENGTH) BOLTS AS REQUIRED TO CONNECT MACHINERY TO STRUCTURAL STEEL. ALL ASTM A449 H.S. BOLTS CONNECTING MACHINERY TO STRUCTURAL STEEL SHALL HAVE CLEARANCE OF NOT MORE THAN 0.010 INCH BETWEEN THE BODY OF THE BOLT AND THE HOLE. SEE THE SPECIFICATIONS FOR TURNED BOLT AND TURNED STUD REQUIREMENTS. ALL HIGH-STRENGTH (H.S.) FASTENERS SHALL HAVE A HARDENED PLAIN WASHER UNDER THE HEAD AND THE NUT. NEW ASTM A449 H.S. BOLTS THAT HAVE BEEN TORQUED SHALL NOT BE REUSED. MODEL NUMBERS AND DETAILS OF STANDARD COMPONENTS ARE BASED ON MANUFACTURERS' CATALOG DATA CURRENT AT THE TIME THE PLANS WERE PREPARED. EQUIVALENT MODELS FROM OTHER MANUFACTURERS MAY BE SUBSTITUTED AT THE OPTION OF THE CONTRACTOR AND WITH THE APPROVAL OF THE ENGINEER. ALL RELATED STRUCTURAL AND MECHANICAL DETAILS SHALL BE REVISEDBY THE CONTRACTOR TO SUIT THE CERTIFIED DIMENSIONS OF THE COMPONENTS ACTUALLY FURNISHED AT NO ADDITIONAL COST TO THE OWNER. MENTION OF A MANUFACTURER'S NAME OR MODEL NUMBER DOES NOT REPRESENT A PREFERENCE, BUT IS USED TO SET A STANDARD. MACHINERY DIMENSIONS SHOWN ON DRAWINGS ARE DIMENSIONS AFTER MACHINING. UNLESS OTHERWISE INDICATED ON THE PLANS, OR REQUIRED FOR THE PROPER ASSEMBLY OF PARTS, DIMENSIONAL TOLERANCES OF MACHINERY, IN GENERAL, SHALL BE AS FOLLOWS: SURFACE TOLERANCEMACHINED (TO 1") +/-0.015"MACHINED (OVER 1") +/-0.030"ROLLED +/-0.030"NON-MACHINED CAST (TO 1") +/-0.030"NON-MACHINED CAST (OVER 1") +/-0.060"COMPONENT LOCATIONS +/-0.030"BOLT HOLE LOCATIONS +/-0.030"ANGULAR +/- ° THE GENERAL MACHINE FINISH, UNLESS OTHERWISE INDICATED ON THE PLANS, IS 125 MICROINCHES. ALL TRANSITIONS OF SURFACES OF MACHINERY SHALL BE BLENDED SMOOTH. ALL SURFACES OF FORGINGS SHALL BE MACHINED TO DIMENSIONS SHOWN ON PLANS. ALL MATING SURFACES OF MACHINERY PARTS, SUPPORTS AND EXTERNAL EDGES SHALL BE MACHINED. FITS AND FINISHES FOR MACHINERY SHALL BE AS FOLLOWS: SURFACEMACHINERY BASE ON STEELMACHINERY BASE ON MASONRYSHAFT JOURNALSJOURNAL BUSHINGSSPLIT BUSHING IN BASESOLID BUSHING IN BASE (TO ‚ INCH WALL)SOLID BUSHING IN BASE (OVER ‚ INCH WALL)HUBS ON SHAFTS (TO 2 INCH BORE)HUBS ON SHAFTS (OVER 2 INCH BORE)TURNED BOLTS IN FINISHED HOLESSLIDING BEARINGSKEYS AND KEYWAYSMACHINERY PARTS IN FIXED CONTACTTEETH OF OPEN SPUR GEARSDRIVE SHAFTS THE ABOVE FITS FOR CYLINDRICAL PARTS SHALL ALSO APPLY TO THE MAJOR DIMENSIONS OF NON-CYLINDRICAL PARTS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. SPAN OPERATING MACHINERY NOTESDURING NORMAL OPERATION, THE SPAN OPERATING MACHINERY IS DESIGNED TO ACCELERATE THE LEAF UNIFORMLY TO FULL SPEED IN A MINIMUM OF XX SECONDS, RUN AT CONSTANT SPEED AND DECELERATE THE LEAF UNIFORMLY FOR A MINIMUM OF X SECONDS TO A SPEED CHECK SPEED EQUAL TO XX% OF THE SPAN RPM. THE LEAF IS THEN DECELERATED UNIFORMLY FOR A MINIMUM OF X SECONDS TO A CREEP SPEED AT X DEGREES FROM FULLY OPEN (FULLY SEATED) POSITION. THE SPAN SHOULD THEN RUN AT CONSTANT CREEP SPEED AND DECELERATE THE SPAN UNIFORMLY FOR A MINIMUM OF X SECOND TO ITS FULLY OPEN (FULLY SEATED) POSITION. THE LEAF OPERATING TIME TOREACH THE FULLY OPENED (SEATED) POSITION IS APPROXIMATELY X SECONDS AGAINST A WIND LOAD OF 2.5 PSF ACTING HORIZONTALLY AGAINST THE VERTICAL ROJECTION OF THE LEAF DECK. NORMAL AND MAXIMUM ANGLES OF OPENING OF THE BASCULE LEAVES ARE 77 DEGREES AND XX DEGREES RESPECTIVELY. THE RACK AND PINION TOOTH LOAD (TANGENTIAL) AT 100% FULL LOAD MOTOR TORQUE IS XXX KIPS. THE RACK AND PINION TOOTH LOAD (TANGENTIAL) AT THE MAXIMUM STARTING TORQUE IS XXX KIPS. SPAN LOCK MACHINERY NOTESDURING NORMAL OPERATIONS, EACH SPAN LOCK MACHINERY ASSEMBLY IS DESIGNED TO SIMULTANEOUSLY DISENGAGE/ENGAGE RECEIVING SOCKETS LOCATED AT THE TOE OF THE ADJOINING LEAF WITH THE LEAVES CLOSED. DURING MANUAL OPERATION, EACH SPAN LOCK MACHINERY ASSEMBLY SHALL BE HAND CRANKED. THE TIME REQUIREDTO MANUALLY DISENGAGE/ENGAGE THE SPAN LOCKS IS APPROXIMATELY 20 MINUTES.

SPAN LOCK MACHINERYSEE DWG M-12

SPAN OPERATING MACHINERYSEE DWG M-11

SPAN SUPPORT MACHINERYSEE DWG M-103

12

lmustaqi

Rectangle

lmustaqi

Callout

95% IFD AS DIRECTED

RAIL WITH RACK SEGMENT

SCALE 1:7.5

SECTION A-A

SCALE 1:7

SECTION B-B

SCALE 1:7

DETAIL A

SCALE 1:4

A

A

B

B

PARTS LISTMATERIALPART NUMBERQTYITEM

Rail Rack SegmentRail Rack Segment51Rail Rack SegmentRail Rack Segment (Ear Plate)22SteelSpur Gear213GenericRail A150 DIN14 Turned Bolt (Rail Rack)57Rail Rack SegmentRing Attach (Ear Plate)28Rail Rack SegmentGrout19GenericRack Support Lugs214Steel, MildANSI B18.22M - 30 N2215Steel, MildANSI B18.2.3.6M - M30 x 3.5 x 1502216GenericGntrex RailLok W30 (dumy)717GenericGntrex RailLok W30 (dumy)3719GlassPart5120GlassPart6121GlassPart7222

SEE DETAIL A

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DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-102


5010751-100-M-PLN-

MECHANICAL SUPPORT SYSTEMRAIL & RACK SEGMENT

LM

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2013/06/14

103


GROUT FILL

RACK AND RAIL SUPPORT

RAIL

RACKTHU RODS

(R7850) 1.5Á16Á

388

625

215 215

315

TRUSS RING

RACK RAIL

R8130

SPAN SUPPORT SEGMENT

DINA150 CRANE RAIL

CIRCULARRACK SEGMENT

5050

25

90 (TYP)25

13Á5 @ 3.25Á =

1853~

(R8030)

63

REINFORCEMENTLUG

(TYP)

11 EQUAL SPACINGS @ 206 FOR M30 H.S. CAP SREWS EQUALY SPACED AT BOTH ENDS

DIN A150CRANE RAIL

GANTREX RAILLOKCLIP W30 (TYP.)

SEE NOTE 2


625

TAB PLATE TAB PLATE

SPANSUPPORT

SEGMENT

CIRCULARRACKSEGMENT

10165

130

DIA

.10

0 D

IA.

(LC

1)

50DIA.

2020 TYP

2525

(G)

TYP

ACCESS HOLE OR DRILL & TAP FOR GROUT PUMPING

25(M)

25 TYP

1" DIA. RODW/ HEAVY PLATE WASHER & HEAVY HEX NUT(TYP.)

CHOCKFAST REDDEEP-POUR

EPOXY GROUT

SEAL AS REQ'DFOR GROUTING

1450

325

535

INBOARD OUTBOARD

NOTE:RAIL & RACK SUPPORT SEGMENT SHOWNRAIL ONLY SUPPORT SEGMENT DETAILS AS SHOWN AT INBOARD ABOUT C.L. RAIL

NOTE:1.) PROVIDE SEAL PLATE AT END OF TRAVEL SPAN SUPPORT SEGMENTS TO RETAIN GROUT AND JOINT BETWEEN RAIL & RACK SUPPORT SEGMENTS AND RAIL ONLY SUPPORT SEGMENTS AND RAIL ONLY SUPPORT SEGMENTS2.) THERE ARE A TOTAL OF SEVEN (7) RAIL CLIPS INSTALLED EACH SPAN SUPPORT SEGEMENT. RAIL CLIPS TO BE EVENLY SPACED WITH THE FIRST AND LAST RAIL CLIP, FOR EACH SEGEMENT, BE PLACED AT THE FAR END OF EACH SPAN SUPPORT SEGMENT

13

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95% IFD AS DIRECTED

lmustaqi

Rectangle

SIDE VIEW

DEVELOPED SECTION

DETAIL 1: FIXED BEARING

SCALE 1:2

DETAIL 3: WHEEL TREAD

SCALE 2:5

18

SCALE 1:5

19

SCALE 1:5

G

G

SEE FIXED BEARING DETAIL

THIS DWG

SEE WHEEL TREAD DETAIL

THIS DWG

PA

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1/20

13



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-104


5010751-100-M-PLN-


WHEEL ASSEMBLY DETAIL

LM

LM

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2013/06/14

104


30

0 D

IA

. (F

N2)

W/ W

HE

EL

37

0 D

IA

.

31

7.5

D

IA

.

26

0 D

IA

. (F

N1)

W/ S

PA

CE

R

26

0 D

IA

.

SE

E N

OT

E 3

558

H

UB

D

IA

.

FIXED BEARING FLOAT BEARING

WHEEL

63

0

26

0 D

IA

.

SE

E N

OT

E 3

600

D

IA

.

480

D

IA

.

200

150 (LC1)

250

WHEEL ASSEMBLY

SCALE 1:5

247.66

180.35

13

13

112.00Á

112.00Á

480

D

IA

.

60

0 D

IA

.

610

D

IA

. (L

C1)

630

D

IA

.

106

6.8 T

RE

AD

D

IA

.

111

7.6 F

LA

NG

E D

IA

.

10

66

.8 D

IA

. T

RE

AD

DRILL THRU AND CSK RETAINER RING

20mm DEEP FOR (12) 10mm CSK HEAD

CAP SCREWS 30 DEG. APART ON 450mm DIA.

B.C. (NEAR SIDE) 400mm DIA. B.C. (FARSIDE)

DRILL THRU BEARING RETAINER PLATE AND

BEARING HOUSING FOR (12) -20mm DIA. H.S.

STUDS SPACED 30 DEG. APART ON 540mm DIA. B.C.

6 R

TIMKEN LOCK NUT &

LOCKWASHER

OUTBOARD

RETAINER RING

INBOARD

RETAINER RING

SPHERICAL ROLLER BEARING

TIMKEN P/N:23252YMB

GREASE SEAL

GARLOCK MODEL 59

P/N: 24700-2936

SPLIT SEAL RETAINER

OD 450mm X 6mm THICK

ID 350mm

BEARING HOUSING

NOTE:

1. THE WHEEL SHALL BE PROVIDED WITH ONE (1) KEY HAVING A

NOMINAL HEIGHT OF 45mm. THE KEY HEIGHT DIMENSION SHALL

BE PROVIDED WITH A CLASS 2 FIT AS PER ANSI B17.1 KEYS AND

KEYSEATS.

2. ALL WHEEL BEARING HOUSING ASSEMBIES, WITH THE EXCEPTION

OF THE DRIVEN ASSEMBLIES, SHALL BE FURNISHED WITH A SEAL

RETAINER CAP LOCATED ON ITS " AWAY FROM WHEEL" SIDE.

3. ALL LOCKING ASSEMBLY RELATED DIMENTIONS, TOLERANCES

AND SURFACE FINISHS SHALL BE AS PER MANUFACTURERS

RECOMINDATIONS

230 TO WHEEL

60 35

5 X 5

Chamfer

R15

R1.5 (TYP.)

R30

152.41

R30

135135

170170

230 230

317 317

FIXED BEARING

50

D

IA

.

BO

RE

14

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EQUALIZER TRUCK

SCALE 1:5

SECTION A-A

SCALE 1:5

SECTION B-B

SCALE 2:5

A

A

B

B

PA

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DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-105


5010751-100-M-PLN-

MECHANICAL SUPPORT SYSTEMEQUALIZER TRUCK

LM

LM

CJ

06/14/13

105


50

406

R8813

(R9272)

7.75Á

392 392

-2147483647

5050

WEB

WEB WEB

TRUCK610 BORE (LC1)FOR FIT W / BEARING HOUSING (TYP)

CPGW (TYP)

TYP

50

1000

25mm STIFFER PLATE

DRILL & REAMFOUR (4) 1" DIA.

H.S. BOLTS @EACH BEARING

ASSEMBLY

DROP STOP

200

50mm WEB PLATE(TYP.)

15

lmustaqi

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95% IFD AS DIRECTED

lmustaqi

Rectangle

ITERMEDIATE EQUALIZER FRAME

SCALE 1:10

SECTION A-A

SCALE 1:10

A

A

PA

TH

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01

3



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-106


5010751-100-M-PLN-

MECHANICAL SUPPORT SYSTEMINTERMEDIATE EQUALIZER FRAME

LM

LM

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2013/06/14

106


950

533

380

5050

R9272

R10150

7.75Á7.75Á

15.5Á

455 455909

FRAME WEB WEB

50

EAR PLATE

25mm CLOSURE PLATE (TYP)

(TYP.) CPGW

2525TYP.

SPLICE PLATE25mm

50mmWEB PLATE

(TYP.)

16

lmustaqi

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95% IFD AS DIRECTED

lmustaqi

Rectangle

SCALE 1:15

SECTION A-A

SCALE 1:15

SECTION B-B

SCALE 1:15

SECTION C-C

SCALE 1:15

A

A

B

B

C

C

PA

TH

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rim

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: 3

/1

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01

3



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-107


5010751-100-M-PLN-

MECHANICAL SUPPORT SYSTEMPRIMARY EQUALIZER FRAME

LM

LM

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2013/06/14

107


R9272

R10150

R11209

15.5Á7.75Á

23.25Á

660

5050

617617

FRAME WEB WEB

75 75

455 455 617 617

WEB WEB WEB WEB

FRAME FRAME

175

75mm WEB PLATE

CPGW (TYP.)

5050

17

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lmustaqi

Rectangle

Mechanical Roller Support System

SCALE 1 / 50

TRUCK EQUILAZER PIN DETAIL

SCALE 1:3

SECTION A-A

SCALE 1:3

BM

BM

A

A

PA

TH

: C

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ilizer P

in

A

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bly.idw

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/1

/2

01

3



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-108


5010751-100-M-PLN-

MECHANICAL SUPPORT SYSTEMTRUCK EQUALIZER PIN DETAIL

LM

LM

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2013/06/14

108


400BUSHING

FLANGE

KEEPERPLATE

EQUALIZERTRUCK

INTERMEDIATEEQUALIZER FRAME EAR

EQUALIZERTRUCK

BUSHING

266.

698

DIA

.

406.

398

DIA

.

R125 (TYP.)

EQUALIZERPIN

INTERMEDIATE EQUALIZER FRAME

EAR

EQUILIZER TRUCK WEB

EQUALIZER TRUCK

EQUILIZER TRUCK WEB

INTERMEDIATE EQUALIZER FRAME EAR

DRILL THRU KEPPER PLATE, DRILL & TAPINTERMEDIATE EAR PLATE 45mm DP FOR (6) M30 DIA H.S. CAP SCREWS 60 DEG. APART ON 190 B.C. &310mm B.C. (TYP)

DRILL THRU BUSHING FLANGE.DRILL AND TAP TUBE 30mm DEEP FOR (6)

M20 DIA MANGANESE BRONZE HEX SOCKETFLAT CSK HEAD CAP SCREWS SET 60 DEG.

APART ON 375 B.C. (TYP)

9575317317

410KEEPER

PLATE

80

240

DIA

.

250

DIA

. (R

C6)

290

DIA

. (FN

1)W

/ TU

BE

38

NOTE: 1. ALL FILLETS SHALL HAVE A RADIUS OF 3mm, UNLESS OTHERWISE NOTED.2. ALL CHAMFERS SHALL HAVE BE 3 X 3, UNLESS OTHERWISE NOTED.

8585 38DEVELOPED ELEVATION

SCALE 1:3

75 80

138

DRILL THRU KEEPER PLATE.DRILL THRU & TAP EQUALIZER PIN FOR GIANT BUTONHEADFITTING ALEMITE 1820-1(TYP)

18

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lmustaqi

Rectangle


SCALE 1 / 50

INTEREMDIATE EQUALIZER PIN DETAIL

SCALE 1:4

DEVELOPED ELEVATION

SCALE 1:4

CF

CF

A

A

PA

TH

: C

:\U

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S

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in

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9 In

te

rm

ed

ia

te P

in A

sse

mbly.id

w

DA

TE

: 3

/1

/2

01

3



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-109


5010751-100-M-PLN-

MECHANICAL SUPPORT SYSTEMINTERMEDIATE PIN DETAIL

100 105

163

100 120

455455

43

85

INTERMEDIATE EQUALIZER FRAME WEB

PRIMARY EQUALIZER FRAME EAR


INTERMEDIATE EQUALIZER FRAME WEB

PRIMARY EQUALIZER FRAME EAR

R127

PRIMARYEQUALIZERFRAME EAR

INTERMEDIATEEQUALIZER

FRAME

KEEPERPLATE



APART ON 429 B.C. (TYP)EQUALIZER PIN

BUSHING

INTERMEDIATEEQUALIZERFRAME

370

DIA

. (FN

1)W

/ TU

BE

330

DIA

. (R

C6)

W/ B

USH

ING

320

DIA

.

533

DIA

.

337

DIA

.

490

DRILL THRU KEPPER PLATE AND TAP PRIMARY EAR PLATE40mm DP FOR (6) M24 DIA H.S. CAP SCREWS 60 DEG. APART

ON 390mm B.C. & 270 B.C. (TYP)(SEE NOTE 1)

489BUSHING FLANGE

DEVELOPED ELEVATION

SCALE: 1:4

DEVELOPED DETAIL

SCALE 1:6


85 45

DRILL THRU KEEPER PLATE.DRILL THRU & TAP

EQUALIZER PIN FOR GIANT BUTONHEAD

FITTING ALEMITE 1820-1(TYP)

LM

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2013/06/14

109


19

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lmustaqi

Rectangle


SCALE 1 / 50

PRIMARY EQUALIZER PIN DETAIL

SCALE 1:6

DEVELOPED ELEVATION

SCALE 1:6

A

A

CF

CF

PA

TH

: C

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usta

qi\D

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S

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28

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in

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-1

0 P

rim

ary P

in

A

sse

mb

ly.id

w

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TE

: 3

/1

/2

01

3



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-110


5010751-100-S-SUP-

MECHANICAL SUPPORT SYSTEMPRIMARY EQUALIZER PIN DETAIL

LM

LM

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2013/06/14

110


113 118 113 133

617617233

147

TRUNION MOUNTATTACHMENT PLATE

PRIMARY EQUALIZER FRAME WEB

PRIMARY EQUALIZER FRAME

PRIMARY EQUALIZER

FRAME WEB

TRUNION MOUNT ATTACHMENT PLATE

KEEPERPLATE

PRIMARYEQUALIZER

FRAME

TRUNNIONMOUNT

614 KEEP PLATE

DRILL THRU KEPPER PLATE AND TAP TRUNION MOUNT& PIN 45mm DP FOR (6) M30 DIA H.S. CAP SCREWS 60 DEG.

APART ON 390mm B.C. & 270mm B.C. (TYP)

EQUALIZER PIN

BUSHING

INTERMEDIATEEQUALIZERFRAME




616 BUSHINGFLANGE

460

DIA

. (R

C6)

W/ B

USH

ING

& P

LA

TE

450

DIA

.

500

DIA

. (FN

2)W

/ TU

BE

464

DIA

.

660

DIA

.

200 50

1275

100

DEVELOPED ELEVATION

SCALE 1:6


3030TYP.

CPGW

3030 TYP.

20

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95% IFD AS DIRECTED

lmustaqi

Rectangle

OPERATING MACHINERY

SCALE 1/32"=1'

OPERATING MACHINERY

SCALE 1/2"=1'

SPAN OPERATING MACHINERY ELEVATION VIEW

SCALE 1:15

SPAN OPERATING MACHINERY PLAN VIEW

SCALE 1:15

OPERATING MACHINERY ELEVATION

SCALE 1:300

SPAN OPERATING MACHINERY

SCALE 1/2"=1'

(HYDRAULIC MOTOR & BEARINGS NOT SHOWN FOR CLARITY)

SECTION BM-BM

SCALE 1/2"=1'

BE

BE

A

A

BM

BM

PA

TH

: C

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1 D

rive M

ach

in

ery.idw

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: 3

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01

3



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-201


5010751-100-S-SUP-

MECHANICAL SUPPORT SYSTEMOPERATING MACHINERY

LM

LM

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2013/06/14

201


TABLE OF SPAN DRIVE MACHINERY GEARINGMARK RATIO QUANTITY DESCRIPTION MANUFACTURER

RACK 28.75:1 4TEETH: 23 PER SEGMENTFACE WIDTH: 325mmCIRCULAR PITCH:4in

CUSTOM

PINION 28.75:1 4TEETH: 18 FACE WIDTH: 350mmCIRCULAR PITCH:4in

CUSTOM

TABLE OF SPAN DRIVE MACHINERY BEARINGS

MANUFACTURER AND MODELDESCRIPTIONSHAFT QTYMARK

TIMKENSERIES: SDAF23180K

SPHERICAL ROLLER BEARING15"4B1


SPHERICAL ROLLER BEARING10 1/2"4B2


SPHERICAL ROLLER BEARING PILLOW

BLOCK-4B1

HOUSING


SPHERICAL ROLLER BEARING PILLOW

BLOCK-4B2

HOUSING

EATON HYDRAULIC MOTOR

BEARING B2 PINION

1190 935

OPERATINGMACHINERY

702

R8553

9.25Á

625

BEARING B1

21

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No. Date Dr'n Ch'dREVISION

REV.

DESIGN BY

DRAWN BY

DATE

SCALE

Ref.No. R E F E R E N C E

SIZE

D

SHEET

APPROVED

DWG.


ANSI

5010751-100-M-PLN-300


SPAN LOCK MACHINERY

M012 PA

TABLE OF SPAN LOCK MACHINERY MATERIALS

PART QUANTITY MATERIAL DESIGNATION

LOCK BAR 2 ALLOY STEEL FORGINGASTM A 668, CLASS M

FRONT GUIDE - BODY 2 CARBON STEEL FORGINGASTM A 668, CLASS D

FRONT GUIDE - STIFFENERS

AND MOUNTING PLATES

2 STRUCTURAL STEELASTM A 709, GRADE 50

BUSHINGS 2 CAST MANGANESE BRONZEASTM B 22, UNS NO. C86300

SPAN LOCK SUPPORT PLATE 2 STRUCTURAL STEELASTM A 709, GRADE 50

SHIMS 2BRASS PLATE, SHEET ASTM B36, UNS NO. C21000

TABLE OF SPAN LOCK MACHINERY OPERATOR

RATIO QUANTITY DESCRIPTION MANUFACTURER

-- 2

1

1

2

H.P. LOCKBAR OPERATOR, SIZE EG-2B, 230 mm

STROKE, GUARDED SHAFT EXTENSION AND REMOVABLE

HAND CRANK. PROVIDE INTERLOCK LIMIT SWITCH TO

DEACTIVATE MOTOR POWER WHEN GUARD IS REMOVED.

EARLE

22

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95% IFD AS DIRECTED

PA

TH

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3-13

\2

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Mech

\D

raw

in

gs\M

-1

2 M

aterial List.idw

DA

TE

: 6

/1

4/20

13



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-401


5010751-100-S-SUP-


SPAN OPERATING AND SUPPORT MATERIALS

LM

LM

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2013/06/14

401


WHEEL TRUCK - MATERIAL LISTPART MATERIAL DESIGNATION ROUGH DIMENSION *

Flanges, Webs and Stiffeners Structural Steel Plate ASTM A709 Grade 50

Equalizer Pin Tube Carbon Mechanical Tubing ASTM A106

Equalizer Pin Alloy Steel Forging AISI 4340

Fu=155 ksi, Fy=125 ksi, Longitudinal Elongation in 2" = 10% min, Transverse Elongation in 2" =

10%, Longitudinal Reduction of Area = 25% Min, Transverse Reduction of Area = 25% min,

HT to 311-352 BHN

Equalizer Pin Keeper Plates Structural Steel Plate ASTM A 709 Grade 50

Equalizer Bushings Manganese Bronze ASTM B22 UNS No. 86300

PRIMARY EQUALIZER SUPPORT - MATERIAL LISTPART MATERIAL DESIGNATION ROUGH DIMENSION *


Hub Plate Structural Steel ASTM A36

Keeper Plates Structural Steel Plate ASTM A 709 Grade 50

SPAN SUPPORT SEGMENTS - MATERIAL LISTPART MATERIAL DESIGNATION ROUGH DIMENSION *

Support Plate and Webs Structural Steel Plate ASTM A709 Gr. 50

Flanged Bushings Alloy Steel Bar ASTM A434 CL BD

Rail Crane Rail DIN A 150 Type 1100 Fu=1080 N/mm^2 MIN, HARDNESS 319 BHN MIN

Rail Clips Commercial

WHEEL ASSEMBLY - MATERIAL LISTPART MATERIAL DESIGNATION ROUGH DIMENSION *

Wheels Alloy Steel Forging AISI 4340 Thru Hardened to 321-388 BHN

Wheel Spacer Alloy Steel AISI 4140 30 HRC Min Hardness at seal running surface

Bearing Retainer Plates Structural Steel ASTM A36

Wheel Bearings Commercial

Shaft Lip Seals Commercial

Seal Retainer Plate Stainless Steel Plate ASTM A 240 TYPE 304

End Cap Stainless Steel Plate ASTM A 240 TYPE 304

Axle Alloy Steel Forging AISI 4340



HT to 311-352 BHN

SPAN OPERATING MACHINERY - MATERIAL LISTPART MATERIAL DESIGNATION ROUGH DIMENSION *

Rack Alloy Steel Forging ASTM A668 CL MTo meet Impact Test S2 Requirements of ASTM

A291 Gr 6, CL G

Pinion Alloy Steel Forging ASTM A668 CL NTo meet Impact Test S2 Requirements of ASTM

A291 Gr 7, CL H

Machinery Supports Structural Steel Plate ASTM A709 Gr. 50

Bearings Commercial

Hydraulic motors Commercial

INTERMEDIATE AND PRIMARY FRAME - MATERIAL LISTPART MATERIAL DESIGNATION ROUGH DIMENSION *


Ear Plates Steel Plate ASTM A 36

Equalizer Pin Tube Carbon Mechanical Tubing ASTM A 106

Equalizer Pin Alloy Steel Forging AISI 4340



HT to 311-352 BHN

Equalizer Pin Keeper Plates Structural Steel Plate ASTM A 709 Grade 50

Equalizer Bushings Manganese Bronze ASTM B22 UNS No. 86300

23

lmustaqi

Callout

95% IFD AS DIRECTED

lmustaqi

Rectangle

RING GENERAL ELEVATIONSCALE 1:50

ISOMETRIC VIEWSCALE 1:50

PA

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13



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

35

BASCULE SPAN - RING

RING GENERAL ELEVATION

BHK

BHK

KRG

2013-06-24


5010751-100-S-SUP-200

17

U4 W.P.

L4 W.P.

C.L. DIAGONAL 6

C.L. DIAGONAL 5

EL. 10.830CENTER OF ROLL

C.L. DECK JOINT

4300 7550

UPPER COUNTERWEIGHT

LOBE

CENTER OF ROLL

RING STRUT

1200

RING STRUT

NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX 3. FOR FRAMING PLAN, SEE SHEET XXX 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS 5. SOUTH TRUSS SHOWN; NORTH TRUSS SIMILAR. THE FABRICATOR SHALL DETAIL AND FABRICATE THE SPAN FOR FULL DEAD LOADCAMBER. CAMBER DEFLECTIONS ARE INDICATED AT KEY LOCATIONS ON THE TRUSS CAMBER DRAWING. ALL DIMENSIONS SHOWN ONTHESE DRAWINGS ARE FOR FINAL SPAN POSITION, UNLESS NOTED OTHERWISE.


-------------------0 1000 30002000SCALE: 1:50

6711

3703

UPPER

COUNTERWEIGHT

BROW

24

SOUTH ELEVATIONSCALE 1:50

WEST ELEVATIONSCALE 1:50

EAST ELEVATIONSCALE 1:50

17

A

A

B

B

C

C

DD

E

E

F

F



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

36

BASCULE SPAN - RING

RING GEOMETRY

BHK

BHK

KRG

2013-06-24


5010751-100-S-SUP-210PA

TH: C

:\_W

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ject

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822.

01 -

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13

G

G

R6500

1200

900

750

8373

7700

LOW

ER C

OU

NTE

RW

EIG

HT

BOLT

ED

CO

NN

EC

TIO

NS

EE N

OTE

1

C.L. RING

UPP

ER C

OU

NTE

RW

EIG

HT

LOB

E

LOW

ER

CO

UN

TER

WEI

GH

T BO

LTE

D C

ON

NE

CTI

ON

SE

E N

OTE

1


C.L. RING


620

EL. 10.830C.L. ROLL


50° 54' 55"

110° 0' 0"

EXTENT OF LOBE

7550

475

1800

NODE U4 W.P.

NODE L4 W.P.

C.L. DECK JOINT

6711

8076

947

PT

RING OUTER FLANGE

RING STRUTBOTTOM FLANGE

RING STRUT WEB

RING STRUT TOP FLANGE


4300

750

750

1200

1000

R635


-------------------0 1000 30002000SCALE: 1:50

4500 MAX

4124

R400

PT (UPPER COUNTERWEIGHT)

50° 9' 44"

3703

E.L. 10.830mC.L. AXIS OF ROTATION

9°

3951

70°

1200

526

7700

25

RING DIAPHRAGM ELEVATIONSCALE 1:50

RING DIAPHRAGMS ISOMETRICSCALE 1:50



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

37

BASCULE SPAN - RING

SECTION THRU RING

BHK

BHK

KRG

2013-06-24


5010751-100-S-SUP-215PA

TH: C

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13

RING STRUT DIAPHRAGM


85° 3' 44"12 SPA. @ 7.5° =

RING ROLLER CLOSEDSUPPORT DIAPHRAGMS

6° 17' 25"

69° 33' 34"10 SPA @ 7.5° =

RING ROLLER (OPEN)SUPPORT DIAPHGRAMS

42° 30' 0"

3 EQ. SPA.

1200 MAX

42° 37' 30"

162° 15' 0"

26








PA

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13



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

38

BASCULE SPAN - RING

RING SECTIONS

BHK

BHK

KRG

2013-06-24


5010751-100-S-SUP-216

900 900

C.L. RING

900 900

1200

1200

VAR

IES

C.L. RING

900 900

900 900750

1200

1200

1200

RING DIAPHRAGM PL.(TYP.)




VAR

IES

VAR

IES

BROW STIFFENER PL.

BROW STIFFENER PL.

BROW STIFFENER PL.

BROW STIFFENER PL.

BROW STIFFENER PL.

BROW COVER PL.

BROW COVER PL.

BROW PL.

BROW PL.

BROW COVER PL.LOBE

DIAPHRAGMPL.

A

AA A

X

A

A

1800

920

1200

1200

1800

NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX 3. FOR FRAMING PLAN, SEE SHEET XXX 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS. 5. FOR UPPER COUNTERWEIGHT DETAILS NOT SHOWN, SEE SHEET XXX. 6. SOUTH TRUSS SHOWN; NORTH TRUSS SIMILAR. THE FABRICATOR SHALL DETAIL AND FABRICATE THE SPAN FOR FULL DEAD LOADCAMBER. CAMBER DEFLECTIONS ARE INDICATED AT KEY LOCATIONS ON THE TRUSS CAMBER DRAWING. ALL DIMENSIONS SHOWN ONTHESE DRAWINGS ARE FOR FINAL SPAN POSITION, UNLESS NOTED OTHERWISE.

RING PLATE SCHEDULEELEMENT DESCRIPTION THICKNESS MATERIAL DESIGNATION

1 OUTER FLANGE 75 ASTM A709 GR50 F

2 INNER FLANGE 75 ASTM A709 GR50 F

3 INSIDE WEB 40 ASTM A709 GR50 F

4 MIDDLE WEB 40 ASTM A709 GR50 F

5 OUTSIDE WEB 40 ASTM A709 GR50 F

6 STRUT TOP FLANGE 40 ASTM A709 GR50 F

7 STRUT BOTTOM FLANGE 40 ASTM A709 GR50 F

8 STRUT DIAPHRAGM 25 ASTM A709 GR50 F

9 ROLLER SUPPORT DIAPHRAGM 25 ASTM A709 GR50 F


RING WELD SCHEDULEWELD MARK TYPE LOCATION CATEGORY RANGE

A COMPLETE PENETRATION INNER/OUTER FLANGES - WEBS

B DOUBLE SIDED FILLET FLANGES/WEBS - DIAPHRAGMS

C DOUBLE SIDED FILLET STRUT FLANGES - WEBS

D DOUBLE SIDED FILLET FLANGES/WEBS - BULKHEAD PL.

E COMPLETE PENETRATION STRUT FLANGES/WEBS - INNER FLANGE

E COMPLETE PENETRATION RING STRUT FLANGES/WEBS - INNER FLANGE

1

3

4

5

1

3

2

4

5

3

1

245

3

1

2

4

5

5

43

A

A

A

B

8

9

10

C.L. RING

B

B

6

7

B

53

4

A A

A A

9

TYP.

TYP.

TYP.

27

INNER AND MIDDLE WEB ELEVATIONSCALE 1:50

OUTER WEB ELEVATIONSCALE 1:50

PA

TH: C

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3/20

13



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

395010751-100-S-SUP-

BASCULE SPAN - RINGU4-L4 WEB ELEVATION

BHK

BHK

KRG

2013-06-24

AS NOTED

220

0 2013-06-24 ISSUE FOR DETAIL BHK BJM

17

17

R3040

R6040

R675

R710

R4005

2482

R4005

2482

R665

R1030

R425

695

683

930

1100

1085

PC

PT

2465

PC

PT

R710




-------------------0 1000 30002000SCALE: 1:50

U4-L4 PLATE SCHEDULEELEMENT DESCRIPTION THICKNESS MATERIAL DESIGNATION






6 MIDDLE FLANGE (TRUSS) 30 ASTM A709 GR50 F

7 MIDDLE FLANGE (RING) 40 ASTM A709 GR50 F



10 BULKHEAD PLATE 75 ASTM A709 GR50 F



13 COVER PL. 8 ASTM A709 GR50 F

U4-L4 WELD SCHEDULEWELD MARK TYPE LOCATION CATEGORY RANGE

A COMPLETE PENETRATION TOP FLANGE/BOTTOM FLANGE - WEBS

B COMPLETE PENETRATION MIDDLE FLANGE - WEBS

C DOUBLE SIDED FILLET FLANGE/WEBS - DIAPHRAGMS


E SINGLE SIDED FILLET FLANGES/BULKHEAD PL. - COVER PL.

3

4

4

L4 W.P.

PC

P.T.

1085

P.T.

FIELD SPLICE D5

FIELD SPLICE TC

FIELD SPLICE BC

NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX. 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX. 3. FOR FRAMING PLAN, SEE SHEET XXX. 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS. 5. BACKING BARS FOR COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE CONTINUOUS. IF BARSEGMENTS ARE UTILIZED FOR BACKING, THEY SHALL BE MADE CONTINUOUS BY COMPLETE JOINTPENETRATION GROOVE WELDS AT EACH SEGMENT END. ALL COMPLETE JOINT PENETRATION GROOVEWELDS UTILIZED TO JOIN BACKER BAR SEGMENTS SHALL BE COMPLETED AND TESTED 100% UT OR RTPRIOR TO INSTALLATION WITHIN THE STRUCTURAL ASSEMBLY. 6. ALL WEB AND FLANGE BUTT SPLICES SHALL BE WELDED AND TESTED AS INDICATED ON THE DRAWINGSAND IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS PRIOR TO ASSEMBLY OF THE PLATES WITHINTHE WELDED TRUSS SECTIONS 7. ALL CUT OUTS, INCLUDING, BUT NOT LIMITED TO, SLOTS, BLOCK-OUTS, OPENINGS, AND COPES INPLATES SHALL BE GROUND SMOOTH TO A 6.3 MICROMETER FINISH, UNLESS NOTED OTHERWISE IN THEPLANS OR PROJECT SPECIFICATIONS. 8. ALL FIELD SPLICES SHALL BE COMPLETED WITH COMPLETE JOINT PENETRATION GROOVE WELDS. FIELDSPLICES SHALL BE MADE TO ALL BUTTING WEBS AND FLANGES AT DESIGNATED SPLICE LOCATIONS.ALL STEEL SHOWN ON THESE SHEETS SHALL BE CONSIDERED FRACTURE CRITICAL. ALL WELDS ON THISSHEET SHALL BE CONSIDERED FRACTURE CRITICAL. FRACTURE CRITICAL WELDS SHALL BE FABRICATEDAND TESTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 9. THE FABRICATOR SHALL DETAIL AND FABRICATE THE SPAN FOR FULL DEAD LOAD CAMBER. CAMBERDEFLECTIONS ARE INDICATED AT KEY LOCATIONS ON THE TRUSS CAMBER DRAWING. ALL DIMENSIONSSHOWN ON THESE DRAWINGS ARE FOR FINAL SPAN POSITION, UNLESS NOTED OTHERWISE. 10. ALL THICKNESSES SHOWN ON THESE SHEETS ARE FOR AFTER ANY FINISHING WHICH MAY BEDESIGNATED ON THE PLANS OR REQUIRED FOR FABRICATION. 11. THE FABRICATOR MAY REQUIRE ADDITIONAL STIFFENERS TO FACILITATE FABRICATION OF THEMEMBERS SHOWN. THE FABRICATOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED CONTROLS AGAINSTDISTORTION, SHRINKAGE, WARPAGE, ETC, TO OBTAIN THE DIMENSIONS SHOWN IN THE PLANS WITHINACCEPTABLE TOLERANCES SPECIFIED IN THE PLANS AND SPECIFICATIONS.

28

U4 PLANSCALE 1:50

U4 ELEVATIONSCALE 1:50





SECTION H-HSCALE 1:15




PA

TH: C

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13



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

405010751-100-S-SUP-

BASCULE SPAN - RINGNODE U4 DETAILS

FS

BHK

KRG

2013-06-24

AS NOTED

225


1716

C

C

D

D

G

G

F

F

16 17

H

H

A A

1716

E

E

B B

1716

750

C.L. RING

C.L. TRUSS

75505050



75

TRUSS BULKHEAD PL. RING BULKHEAD PL.

TOP FLANGE PL.

1370

920

750

1200

920

920VARIES VARIES

VARIES 920 VARIES

VAR

IES

VAR

IES

1000

920

C.L. DIAGONAL 6

2916

VARIES 920 VARIES

FIELD SPLICE T.C.

750

75


-------------------0 1000 30002000SCALE: 1:50


-------------------0 500 1000

SCALE: 1:15





















3

4

1

6

7

43

7

3 4

1

7

6

34

1

1

6

1010

9

98

A

CC

B

B

C

D

TYP.TYP.

TYP.

1250 MAX

7

13

13

29

ELEVATIONSCALE 1:50 SECTION I-I

SCALE 1:15

SECTION J-JSCALE 1:15

SECTION K-KSCALE 1:15

PLANSCALE 1:50


VIEW M-MSCALE 1:50

PA

TH: C

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: 6/1

3/20

13



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

415010751-100-S-SUP-

BASCULE SPAN - RINGNODE L4 DETAILS

BHK

BHK

KRG

2013-06-24

AS NOTED

230


17

I

I

J

JK

K

L L

M M

3598

C.L. DIAGONAL 6

FIELD SPLICE D5

920

1800

1200

FIELD SPLICE BC

C.L. TRUSS

C.L. RING

C.L. TRUSS

C.L. RING

CENTER OF ROLL

920

920

C.L. DIAGONAL 5

C.L. DIAGONAL 6C.L. DIAGONAL 5

NODE L4 W.P.

750

VAR

IES

1000


-------------------0 500 1000

SCALE: 1:15


-------------------0 1000 30002000SCALE: 1:50





















2

2

8 9

9

6

6

2

10

2

12

11

8

9

9

9

9

6

2

6 7

3

4

5

6

6

3 4

34

66 7

C

B

4

B

C.L. TRUSS

C.L. TRUSS

D

A A

A

B

C

B

30

UPPER COUNTERWEIGHT LOBE & BROW ISOMETRICBROW COVER PL. & LOBE OUTSIDE WEB PL. REMOVED

SCALE 1:50UPPER COUNTERWEIGHT LOBE & BROW ELEVATION

SCALE 1:50

UPPER COUNTERWEIGHT LOBE & BROW ISOMETRICSCALE 1:50



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

425010751-100-S-SUP-

BASCULE SPAN - RINGUPPER COUNTERWEIGHT DETAILS 1

BHK

BHK

KRG

2013-06-24

AS NOTED

250


PA

TH: C

:\_W

OR

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ject

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822.

01 -

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IGH

T D

ETAI

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13

B

B

A

A

C

C

5 EQ. SPA.

REMOVABLE COVER PL. (TYP.)

CENTER OF ROLL CENTER OF ROLL

CENTER OF ROLL

BROW STIFFENERS (TYP.)

BROW STIFFENERS


7° 30' 0"



BROW DIAPHRAGMS(TYP.)

31

SECTION A-ASCALE 1:20 SECTION C-C

SCALE 1:20


PA

TH: C

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T D

ETAI

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3/20

13



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

435010751-100-S-SUP-

BASCULE SPAN - RINGUPPER COUNTERWEIGHT DETAILS 2

BHK

BHK

KRG

2013-06-24

AS NOTED

251


1125

VAR

IES

UPPER COUNTERWEIGHT PLATE SCHEDULEELEMENT DESCRIPTION THICKNESS MATERIAL DESIGNATION

1 WEB 25 ASTM A709 GR50 F

2 DIAPHRAGM 25 ASTM A709 GR50 F

3 DIAPHRAGM (BROW) 25 ASTM A709 GR50 F

4 UPPER COUNTERWEIGHT OUTER FLANGE 25 ASTM A709 GR50 F

5 BROW PL. 8 ASTM A709 GR50 F

6 REMOVABLE COVER PL. 20 ASTM A709 GR50 F

UPPER COUNTERWEIGHT WELD SCHEDULEWELD MARK TYPE LOCATION CATEGORY RANGE

A COMPLETE PENETRATION RING OUTER FLANGE - WEBS

B DOUBLE SIDED FILLET RING OUTER FLANGE /WEBS - DIAPHRAGMS

C COMPLETE PENETRATION UPPER COUNTERWEIGHT OUTER FLANGE - WEBS

D DOUBLE SIDED FILLET RING OUTER FLANGE/RING OUTSIDE WEB - BROW DIAPHRGAM

E SINGLE SIDED FILLET RING OUTER FLANGE/RING OUTSIDE WEB - BROW PL.

D

E

E

E

E

53

B

5

3

E

E

D

REMOVABLECOVER PL.

C.L. RING

C.L. RING

C.L. RING

32

LOWER COUNTERWEIGHT WORKING POINTSSCALE 1:25

WEIGHT WEIGHTkg LONGITUDINAL VERTICAL TRANSVERSE kg LONGITUDINAL VERTICAL TRANSVERSE

DECK - - - - - - - -BARRIERS - - - - - - - -STRUCTURAL STEEL TRUSS - - - - - - - -STRUCTURAL STEEL RING - - - - - - - -SPAN LOCK MACHINERY & SUPPORTS - - - - - - - -MUD WALKWAY - - - - - - - -PED WALKWAY - - - - - - - -

- - - - - - - -- - - - - - - -

FORWARD TOTAL - - - - - - - -STRUCTURAL STEEL RING - - - - - - - -UPPER COUNTERWEIGHT STEEL - - - - - - - -UPPER COUNTERWEIGHT CONCRETE - - - - - - - -UPPER COUNTERWEIGHT LEAD - - - - - - - -LOWER COUNTERWEIGHT STEEL - - - - - - - -LOWER COUNTERWEIGHT CONCRETE ZONE A - - - - - - - -LOWER COUNTERWEIGHT CONCRETE ZONE B - - - - - - - -LOWER COUNTERWEIGHT CONCRETE ZONE C - - - - - - - -LOWER COUNTERWEIGHT LEAD - - - - - - - -RACK AND RACK SUPPORT - - - - - - - -

- - - - - - - -- - - - - - - -

REAR TOTAL - - - - - - - -- - - - - - - -- - - - - - - -- - - - - - - -- - - - - - - -

SPAN BALANCE TABLE

ITEMSOUTH TRUSS NORTH TRUSS

MOMENT ABOUT TRUNNION CENTERLINE kg-m) MOMENT ABOUT TRUNNION CENTERLINE kg-m)

FOR

WAR

D O

F C

ENTE

R O

F R

OLL

REA

R O

FC

ENTE

R O

F R

OLL

TOTAL TRUSS (EXCLUDING COUNTERWEIGHT)TOTAL UPPER COUNTERWEIGHTTOTAL LOWER COUNTERWEIGHTTOTAL TRUSS AND COUNTERWEIGHT

PA

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13



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

445010751-100-S-SUP-

BASCULE SPAN - RINGLOWER COUNTERWEIGHT DETAILS I

BHK

BHK

KRG

2013-06-24

AS NOTED

260

0 2013-06-24 ISSUE FOR REVIEW BHK BJM

ZONE B

ZONE C

ZONE A

EL. 10.830mCENTER OF ROLL

+ TRANSVERSE - TRANSVERSE

+ LONGITUDINAL - LONGITUDINAL

SCHEMATIC PLAN - MOMENT SIGN CONVENTIONN.T.S.

MUD

PED

- HORIZONTAL+ VERTICAL

- HORIZONTAL- VERTICAL

+ HORIZONTAL+ VERTICAL

+ HORIZONTAL- VERTICAL

WEST APPROACH EAST APPROACH

SCHEMATIC ELEVATION - MOMENT SIGN CONVENTIONN.T.S.

1811

CENTER OF ROLL

REFERENCE LINES RADIAL TO CENTER OF ROLL

501145

5° 3

1' 24

"1730

4500

435

10875

1656

13° 1

0' 25

"

17° 8

' 38"

14°

10' 5

6"

BALANCE AND COUNTERWEIGHT NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX 3. FOR FRAMING PLAN, SEE SHEET XXX 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS 5. SOUTH TRUSS SHOWN; NORTH TRUSS SIMILAR. THE FABRICATOR SHALL DETAIL AND FABRICATE THE SPAN FOR FULL DEAD LOADCAMBER. CAMBER DEFLECTIONS ARE INDICATED AT KEY LOCATIONS ON THE TRUSS CAMBER DRAWING. ALL DIMENSIONS SHOWN ONTHESE DRAWINGS ARE FOR FINAL SPAN POSITION, UNLESS NOTED OTHERWISE. 6. THE VALUES SHOWN IN THE BALANCE TABLES ON THIS SHEET ARE FOR THE BASCULE SPAN IN THE CLOSED POSITION WITH THE SPANLOCKS WITHDRAWN AND ARE IN ACCORDANCE WITH THE SCHEMATIC MOMENT SIGN CONVENTION SHOWN ON THIS SHEET. 7. THE LOCATIONS AND QUANTITIES OF BALANCE MATERIAL SHOWN IN THE COUNTERWEIGHT IN THESE PLANS ARE APPROXIMATE. THE EXACTQUANTITY, LOCATION, AND SIZE OF BALANCE MATERIAL SHALL BE DETERMINED AND DOCUMENTED BY THE CONTRACTOR IN ACCORDANCE WITH THE SPECIFICATIONS AND BALANCE AND COUNTERWEIGHT NOTES ON THIS SHEET. 8. THE VALUES SHOWN IN THE BALANCE TABLES ASSUME AN AVERAGE DECK EQUAL TO XXX kg/m2. THE ACTUAL UNIT WEIGHT SHALL BE DETERMINED BY THE CONTRACTOR BY TESTING PRIOR TOPLACEMENT. 9. CONCRETE PLACED IN COUNTERWEIGHTS SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 3,000 PSI. RECOMMENDED UNITWEIGHT OF COUNTERWEIGHT CONCRETE SHALL BE LESS THAN 145 PCF IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 10. THE CONTRACTOR SHALL PREPARE AND SUBMIT BALANCE TABLE COMPUTATIONS IN ACCORDANCE WITH THE SPECIFICATIONS AND INTHE FORMAT SHOWN ON THIS SHEET. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BALANCING THE MOVABLE SPAN AS NOTED IN THE SPECIFICATIONS AND IN ACCORDANCE WITH THE BALANCE AND COUNTERWEIGHT NOTES ON THIS SHEET. THE CONTRACTOR'S BALANCE COMPUTATIONS AND THE FINAL BALANCETRANSVERSE CENTER OF GRAVITY OF THE MOVABLE LEAVES DUE TO UNEQUAL LOADING OF THE INTERIOR AND EXTERIOR BASCULETRUSSES. FORWARD AND REAR TRANSVERSE CENTERS OF GRAVITY SHOULD ALIGN AS NEARLY AS IS POSSIBLE TO PREVENT TWISTINGOR RACKING OF THE SPAN. THE CENTER OF GRAVITY OF THE COUNTERWEIGHTS SHALL BE ADJUSTED, DURING PLACEMENT OFBALANCE MATERIALS WITHIN THE COUNTERWEIGHT BOXES, AND THE DIFFERENCE BETWEEN THE CENTER OF GRAVITY FORWARD AND THECENTER OF GRAVITY REAR SHALL NOT BE GREATER THAN 6" FOR BOTH LEAVES. 12. THE CONTRACTOR SHALL DETERMINE THE COUNTERWEIGHT CONCRETE UNIT WEIGHT, POCKET DIMENSIONS, AND NO. OFBALANCE BLOCKS REQUIRED BASED ON ACTUAL SHOP DETAILS OF THE LEAF COMPONENTS AND DETAILED BALANCECALCULATIONS. 13. SPAN BALANCE VALUES SHOWN IN THE TABLE ARE APPROXIMATE BASED ON THE DESIGN DETAILS SHOWN IN THE PLANS. THE CONTRACTOR SHALL DETERMINE THE COUNTERWEIGHT CONCRETE UNIT WEIGHT, POCKET DIMENSIONS AND REQUIRED QUANTITY AND LOCATIONS OF BALANCE MATERIAL BASED ON ACTUAL SHOP DETAILS OF THE FABRICATED RING COMPONENTS AND CONTRACTOR'S DETAILS BALANCE CALCULATIONS. 14. SPARE BALANCE BLOCKS ARE TO BE STORED AT THE SITE AS DIRECTED BY THE ENGINEER. THESE BLOCKS ARE IN ADDITIONTO THOSE REQUIRED IN THE COUNTERWEIGHT POCKETS TO BALANCE THE LEAF. A TOTAL OF 6,000 POUNDS OF SPAREBLOCKS ARE REQUIRED FOR EACH LEAF (FOR A GRAND TOTAL OF 24,000 POUNDS OF SPARE BALANCE BLOCKS). 15. SEE THE "SPAN BALANCE" SECTION IN THE SPECIAL PROVISIONS FOR BALANCE TESTING PROCEDURES ANDACCEPTANCE CRITERIA. 16. THE CONTRACTOR SHALL VERIFY COUNTERWEIGHT BOX PLACEMENT STRESSES BASED ON ACTUAL BALANCE MATERIAL PLACEMENT ANDCONSTRUCTION SEQUENC. THE CONTRACTOR SHALL PROVIDE ADEQUATE SUPPORT OF BALANCE MATERIAL DURING COUNTERWEIGHT CONCRETE PLACEMENT.

CENTER OF ROLL

C.L. BRIDGE

CENTER OF ROLL


-------------------0 500 15001000SCALE: 1:25

33

LOWER COUNTERWEIGHT PLANSCALE 1:50

SECTION A-ASCALE 1:50 DETAIL 1

SCALE 1:25

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13



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

455010751-100-S-SUP-

BASCULE SPAN - RINGLOWER COUNTERWEIGHT DETAILS II

BHK

BHK

KRG

2013-06-24

AS NOTED

261


A

A

B

B

C

C

1

SYMMETRICALABOUT C.L BRIDGE

14300

C.L. RING71507150


-------------------0 1000 30002000SCALE: 1:50


-------------------0 500 15001000SCALE: 1:25


2662 2662 1738 88

COUNTERWEIGHT POCKET (TYP.)

C.L. LOWER COUNTERWEIGHT BOLTED SPLICE

INSIDE FACE OF NORTH RING/TRUSS

C.L. DIAPHRAGM PL. (TYP.)

750

900

COUNTERWEIGHT POCKET (TYP.)

REMOVABLE COVER PLs. (TYP.)

15M @ 300 (TYP.) 15M @ 300 (TYP.)

150 STIFFENER PLs. @ 200

NOTE:LOWER COUNTERWEIGHT CONCRETE AND LEAD BLOCKS NOT SHOWN FOR CLARITY.

1

5

4

4

6

7

8

10

LOWER COUNTERWEIGHT PLATE SCHEDULEELEMENT DESCRIPTION THICKNESS MATERIAL DESIGNATION

1 MAIN WEB 75 ASTM A709 GR50 F2 BOTTOM FLANGE 25 ASTM A709 GR50 F3 TOP FLANGE 25 ASTM A709 GR50 F4 END WEB 25 ASTM A709 GR50 F5 WEB DIAPHRAGM 25 ASTM A709 GR50 F6 RING VERTICAL DIAPHRAGM 25 ASTM A709 GR50 F7 RING TRANSVERSE DIAPHRAGM 25 ASTM A709 GR50 F8 SPLICE PL. 40 ASTM A709 GR50 F9 SPLICE PL. 25 ASTM A709 GR50 F10 INTERNAL STIFFENER PL. 25 ASTM A709 GR50 F11 BRACE PL. 25 ASTM A709 GR50 F12 RING CLOSER PL. 25 ASTM A709 GR50 F

LOWER COUNTERWEIGHT WELD SCHEDULEWELD MARK TYPE LOCATION CATEGORY RANGE


B DOUBLE SIDED FILLET TOP FLANGE/BOTTOM FLANGE - DIAPHRAGMS

C DOUBLE SIDED FILLET TOP FLANGE/ BOTTOM FLANGE - STIFFENERS

D DOUBLE SIDED FILLET WEBS - STIFFENERS

E DOUBLE SIDED FILLET CLOSURE PL. - WEBS

C

8

8

3

34




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4/20

13



DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

465010751-100-S-SUP-

BASCULE SPAN - RINGLOWER COUNTERWEIGHT DETAILS III

BHK

BHK

KRG

2013-06-24

AS NOTED

262


D D

RING FLANGES

R300 TYP.

300 TYP.

450

600

R150 TYP.

600

350

R150

150 STIFFENER PL.

150 STIFFENER PL.

150 STIFFENER PL.

300 TYP.

R300 TYP.600

SYMMETRICAL ABOUTC.L. BRIDGE

6

6

5

3

21

8

8

4

4

3

2

1

1

7

5

7

5

68

2

9

10

12

11


-------------------0 500 15001000SCALE: 1:25

A

A

3

A

C

C

NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX 3. FOR FRAMING PLAN, SEE SHEET XXX 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS 5. SOUTH TRUSS SHOWN; NORTH TRUSS SIMILAR. THE FABRICATOR SHALL DETAIL AND FABRICATE THE SPAN FOR FULL DEAD LOADCAMBER. CAMBER DEFLECTIONS ARE INDICATED AT KEY LOCATIONS ON THE TRUSS CAMBER DRAWING. ALL DIMENSIONS SHOWN ONTHESE DRAWINGS ARE FOR FINAL SPAN POSITION, UNLESS NOTED OTHERWISE. 6. MACHINERY NOT SHOWN FOR CLARITY.

LOWER COUNTERWEIGHT WELD SCHEDULEWELD MARK TYPE LOCATION CATEGORY RANGE


B DOUBLE SIDED FILLET TOP FLANGE/BOTTOM FLANGE - DIAPHRAGMS

C DOUBLE SIDED FILLET TOP FLANGE/ BOTTOM FLANGE - STIFFENERS

D DOUBLE SIDED FILLET WEBS - STIFFENERS

E DOUBLE SIDED FILLET CLOSURE PL. - WEBS

LOWER COUNTERWEIGHT PLATE SCHEDULEELEMENT DESCRIPTION THICKNESS MATERIAL DESIGNATION

1 MAIN WEB 75 ASTM A709 GR50 F2 BOTTOM FLANGE 25 ASTM A709 GR50 F3 TOP FLANGE 25 ASTM A709 GR50 F4 END WEB 25 ASTM A709 GR50 F5 WEB DIAPHRAGM 25 ASTM A709 GR50 F6 RING VERTICAL DIAPHRAGM 25 ASTM A709 GR50 F7 RING TRANSVERSE DIAPHRAGM 25 ASTM A709 GR50 F8 SPLICE PL. 40 ASTM A709 GR50 F9 SPLICE PL. 25 ASTM A709 GR50 F10 INTERNAL STIFFENER PL. 25 ASTM A709 GR50 F11 BRACE PL. 25 ASTM A709 GR50 F12 RING CLOSER PL. 25 ASTM A709 GR50 F

6400 750 900 C.L. RING

35

FLOORBEAM ICSCALE 1:25

DETAIL 1SCALE 1:10


FLOORBEAM 1C2SCALE 1:25

VIEW A-ASCALE 1:10

VIEW B-BSCALE 1:10

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DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

47

BASCULE SPANFLOORBEAM 1C AND FLOORBEAM 1CR

HMG

HMG

KRG

2013-06-14


5012802-100-S-SUP-275

DETAIL 1 C

C

F G

A

A

8

B

B

17

WELD SCHEDULE

WELD SIZE TYPE LOCATION CATEGORY RANGE

A DOUBLE SIDED FILLET BOTTOM FLANGE - WEB

B COMPLETE PENETRATION END FLBM WEB - TOP FLANGE

C DOUBLE SIDED FILLET END FLBM TOP FLANGE - STIFFENER

D DOUBLE SIDED FILLET END FLBM WEB - STIFFENER

E COMPLETE PENETRATION TOP PLATE - TOP PLATE


1 INTERIOR FLBM WEB 20 ASTM A709 GR50 T

2 INTERIOR FLBM BOTTOM FLANGE 25 ASTM A709 GR50 F

3 END FLBM BOTTOM FLANGE 25 ASTM A709 GR50 F

4 END FLBM WEB 16 ASTM A709 GR50 T

5 INTERIOR DECK PLATE 20 ASTM A709 GR50 T

6 EXTERIOR DECK PLATES 40 ASTM A709 GR50 T

7 STIFFENER 20 ASTM A709 GR50 T

8 STIFFENER 20 ASTM A709 GR50 T

400(TYP.)

750(TYP.)

350(TYP.)

335(T Y

P. )

R68 (TYP.)

VAR

IES

20

25

400

NOTE: OUTRIGGERS AND DECK NOT SHOWN FOR CLARITY.

1369

C.L. OF BRIDGE DECK

1077

920

(TYP

.)

6800 (TYP.)

6800 (TYP.)

VAR

IES

B

C

D

6

4

300

8

1

A

C.L. OF FLOORBEAM SPLICE

TIGHT FIT

2

109 (TYP.)

VAR

IES

BACKER BAR (TYP.)

475

7

5

3

E

C.L. OF BOTTOM CHORD

C.L. OF FLOORBEAM SPLICE

R15 (TYP.)

R30 (TYP.)

119 (TYP.)

86 (TYP.)

920

(TYP

.)

SYMMETRICAL ABOUT C.L. OF BRIDGE

10

C.L. JOINT

R76834

SYMMETRICAL ABOUT C.L. OF BRIDGE

810 810 C.L. OF BOTTOM CHORD

C.L. OF FLOORBEAM SPLICE C.L. OF FLOORBEAM SPLICE

C.L. OF BOTTOM CHORD C.L. OF BOTTOM CHORD

NOTE: OUTRIGGERS AND DECK NOT SHOWN FOR CLARITY.

6

5

36

FLOORBEAM - RIB DETAILSCALE 1:25

DETAIL 2SCALE 1:10

END FLOORBEAM - RIB CONNECTION

GRIDLINE 17 SHOWN. GRIDLINE 8 TYPICAL.SCALE 1:10

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DRAWN BY

DATE

SCALE


APPROVED

DWG.


ANSI DSIZE REV.

DESIGN BY

48

BASCULE SPANRIB DECK DETAIL

HMG

HMG

KRG

2013-06-14


5012802-100-S-SUP-276

DETAIL 2

17


F COMPETE PENETRATION END FLBM WEB - RIB

G COMPLETE PENETRATION DECK SPLICE

H COMPLETE PENETRATION RIB - INTERIOR FLBM WEB

I PARTIAL PENETRATION RIB - DECK PER SPECIFICATIONS PER SPECIFICATIONS

J COMPLETE PENETRATION DECK - INTERIOR FLBM

K COMPLETE PENETRATION RIB - CLOSURE PLATE


9 RIB 20 ASTM A709 GR50 T

10 RIB WEB SPLICE PLATE 20 ASTM A709 GR50 T

11 RIB CLOSURE PLATE 20 ASTM A709 GR50 T

12 INTERMEDIATE DIAPHRAGM FLANGE 25 ASTM A709 GR50 T

13 INTERMEDIATE DIAPHRAGM WEB 20 ASTM A709 GR50 T

C.L. OF BRIDGE DECK

6800(TYP.)

C.L. OF SPLICEC.L. OF SPLICE

RIB (TYP.)

FLOORBEAM

WEARING SURFACE

DECK PLATE

CL OF SPLICE

TYPICAL RIBSPLICE DETAIL

SCALE 1:10

10 R38 (TYP.)

305 (TY P.)

750

350 (TYP.)

200 (TYP.)

10 (TYP.)I

HJ

H

9

RIB END FLOORBEAM

DECK PLATE

11

F

G

9

DECK PLATE

K

1213

INTERMEDIATE DIAPHRAGMSAT RAILING POSTS

SCALE 1:10

C.L. OF DECK PLATE SPLICE

2250

600

LEVEL

37

bmileo

Text Box

NOTES: 1. WORK THIS DRAWING WITH SHEET XXX THRU XXX 2. FOR GENERAL NOTES, SEE SHEET XXX AND XXX 3. FOR FRAMING PLAN, SEE SHEET XXX 4. FOR PROFILE GRADE LINE, SEE SHEETS BY OTHERS 5. CUTOUT AT FLOORBEAM FOR RIB SHALL BE FABRICATED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS 6. WELD FOR RIB CLOSURE PLATE SHALL BE CONTIUOUS TO PROVIDE SEAL FOR RIB PRESSURE TESTING IN ACCORDANCE WITH PROJECT SPECIFICATIONS 7. LONGITUDINAL DECK PLATE SPLICES NOT SHOWN. LONGITUDINAL SPLICES SHALL BE COMPLETE JOINT PENETRATION GROOVE WELDS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 8. FLOORBEAMS FOR ORTHOTROPIC DECK SHALL BE PERPENDICULAR TO THE DECK PLATE. FOR ROADWAY PROFILE, SEE DRAWINGS BY OTHERS. 9. ALL DIMENSIONS SHOWN ARE FOR FINAL SPAN AND DECK POSITION. FLOORBEAMS FOR ORTHOTROPIC DECK SHALL BE FABRICATED FOR DEAD LOAD CAMBER. MAXIMUM CAMBER DEFLECTION AT CENTER OF FLOORBEAM SHALL BE 5mm. 10. BOLTS FOR RIB SPLICE DETAIL SHALL BE M22 DIAMETER BOLTS. BOLTS SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. HOLES FOR BOLTS SHALL BE STANDARD SIZED HOLES IN ACCORDANCE WITH AASHTO. 11. WEARING SURFACE NOT SHOWN. REFER TO PROJECT SPECIFICATIONS. 12. EXTERIOR DECK PLATE AT TOE JOINT SHALL BE FABRICATED TO FINGER JOINT SHAPE. SEE OTHER DRAWINGS FOR FINGER DETAILS. 13. ALL THICKNESSES SHOWN ON THESE SHEETS ARE FOR AFTER ANY FINISHING WHICH MAY BE DESIGNATED ON THE PLANS OR REQUIRED FOR FABRICATION.

JOHSON STREET BRIDGE PLAN

SCALE 1 :150

JOHNSON STREET BRIDGE ELEVATION

SCALE 1 :150



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-001


5010751-100-M-PLN-


GENERAL MACHINERY NOTES

LM

LM

CJ

2013/07/31

1:150

001


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01

3


SEE DWG M-011

SPAN SUPPORT SYSTEM

SEE DWG M-003

GENERAL MACHINERY NOTES:

THE DESIGN INTENT IS FOR THE CONTRACTOR TO USE ACCEPTED INDUSTRY METHODS TO ACHIEVE ALIGNMENT TOLERANCE FOR PROPER

OPERATION OF A REPEATABLE OPERATING SYSTEM, INCLUDING COORDINATING ALL MECHANICAL, ELECTRICAL AND STRUCTURAL INTERFACE POINTS.

LL RIGGING, SCAFFOLDING, MEASUREMENTS, ALIGNMENT AND INSTALLATION TOOLS REQUIRED FOR THE JOB ARE CONSIDERED PART OF THE WORK.

THE FINAL MACHINERY INSTALLATION SHALL RESULT IN PROPER FUCTION THROUGHOUT THE COMPLETE RANGE OF OPERATION. MACHINERY

INSTALLERS SHALL BE INVOLVED WITH THE INSTALLATION OF ANY STRUCTURAL STEEL FOR THE MOVABLE SPAN IN ORDER TO INDENTIFY AND

COORDINATE THE STEEL ERECTION ITEMS THAT WILL AFFECT THE MACHINERY INSTALLATION.

THE CONTRACTOR SHALL PREPARE AND SUBMIT DETAILED SHOP AND ASSEMBLY DRAWINGS BASED ON THE CONTRACT DRAWINGS AND

SPECIFICATIONS FOR APPROVAL. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETAIL, COORDINATE AND VERIFY THE RELATIONSHIP AND

ASSEMBLY OF ALL PARTS FOR A COMPLETE WORKING SYSTEM. ALL REQUIRED MACHINING, SPECIAL SHIMMING, LUBRICATION, PAINTING, TESTING

AND ASSEMBLY SHALL BE CONSIDERED PART OF THE WORK.

DESIGN OF BRIDGE MACHINERY CONFORMS TO THE 2007 AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)

LOAD-AND-RESISTANCE FACTOR DESIGN (LRFD) FOR MOVABLE HIGHWAY BRIDGE DESIGN SPECIFICATIONS, INCLUDING 2008 REVISIONS, UNLESS

OTHERWISE INDICATED ON THE PLANS, OR PROVIDED FOR IN THE SPECIFICATIONS.

PROVIDE SHIMS FOR LEVELING AND ALIGNING OF ALL MACHINERY. SHIMS SHALL BE 13mm NOMINAL THICKNESS, UNLESS OTHERWISE INDICATED ON

THE PLANS, WITH ADJUSTMENTS AS DESCRIBED IN THE SPECIFICATIONS.

ALL DIMENSIONS FOR MACHINE FINISHED SURFACES SHALL BE HELD TO 0.25 mm, UNLESS OTHERWISE INDICATED ON THE PLANS OR PROVIDED FOR

IN THE SPECIFICATIONS. PROVIDE ASTM A449 H.S. (FINISHED BODY HIGH STRENGTH) BOLTS AS REQUIRED TO CONNECT MACHINERY TO STRUCTURAL

STEEL. ALL ASTM A449 H.S. BOLTS CONNECTING MACHINERY TO STRUCTURAL STEEL SHALL HAVE CLEARANCE OF NOT MORE THAN 0.25mm BETWEEN

THE BODY OF THE BOLT AND THE HOLE. SEE THE SPECIFICATIONS FOR TURNED BOLT AND TURNED STUD REQUIREMENTS.

ALL HIGH-STRENGTH (H.S.) FASTENERS SHALL HAVE A HARDENED PLAIN WASHER UNDER THE HEAD AND THE NUT. NEW ASTM A449 H.S. BOLTS THAT

HAVE BEEN TORQUED SHALL NOT BE REUSED.

MODEL NUMBERS AND DETAILS OF STANDARD COMPONENTS ARE BASED ON MANUFACTURERS' CATALOG DATA CURRENT AT THE TIME THE PLANS

WERE PREPARED. EQUIVALENT MODELS FROM OTHER MANUFACTURERS MAY BE SUBSTITUTED AT THE OPTION OF THE CONTRACTOR AND WITH THE

APPROVAL OF THE ENGINEER. ALL RELATED STRUCTURAL AND MECHANICAL DETAILS SHALL BE REVISEDBY THE CONTRACTOR TO SUIT THE

CERTIFIED DIMENSIONS OF THE COMPONENTS ACTUALLY FURNISHED AT NO ADDITIONAL COST TO THE OWNER. MENTION OF A MANUFACTURER'S

NAME OR MODEL NUMBER DOES NOT REPRESENT A PREFERENCE, BUT IS USED TO SET A STANDARD.

MACHINERY DIMENSIONS SHOWN ON DRAWINGS ARE DIMENSIONS AFTER MACHINING.

UNLESS OTHERWISE INDICATED ON THE PLANS, OR REQUIRED FOR THE PROPER ASSEMBLY OF PARTS, DIMENSIONAL TOLERANCES OF MACHINERY,

IN GENERAL, SHALL BE AS FOLLOWS:

SURFACE TOLERANCE

MACHINED (TO 25mm)

MACHINED (OVER 25mm)

ROLLED

NON-MACHINED CAST (TO 25mm)

NON-MACHINED CAST (OVER 25mm)

COMPONENT LOCATIONS

BOLT HOLE LOCATIONS

ANGULAR

THE GENERAL MACHINE FINISH, UNLESS OTHERWISE INDICATED ON THE PLANS, IS 125 MICROINCHES. ALL TRANSITIONS OF SURFACES OF MACHINERY

SHALL BE BLENDED SMOOTH. ALL SURFACES OF FORGINGS SHALL BE MACHINED TO DIMENSIONS SHOWN ON PLANS. ALL MATING SURFACES OF

MACHINERY PARTS, SUPPORTS AND EXTERNAL EDGES SHALL BE MACHINED.

FITS AND FINISHES FOR MACHINERY SHALL BE AS FOLLOWS:

SURFACE FIT FINISH (MICROMETERS)

MACHINERY BASE ON STEEL

MACHINERY BASE ON MASONRY

SHAFT JOURNALS

JOURNAL BUSHINGS

SPLIT BUSHING IN BASE

SOLID BUSHING IN BASE (TO ā 6mm INCH WALL)

SOLID BUSHING IN BASE (OVER ā 6mm INCH WALL)

HUBS ON SHAFTS (TO 50mm BORE)

HUBS ON SHAFTS (OVER 50mm BORE)

TURNED BOLTS IN FINISHED HOLES

SLIDING BEARINGS

KEYS AND KEYWAYS

MACHINERY PARTS IN FIXED CONTACT

TEETH OF OPEN SPUR GEARS

DRIVE SHAFTS

THE ABOVE FITS FOR CYLINDRICAL PARTS SHALL ALSO APPLY TO THE MAJOR DIMENSIONS OF NON-CYLINDRICAL PARTS.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD.

SPAN OPERATING MACHINERY NOTES

DURING NORMAL OPERATION, THE SPAN OPERATING MACHINERY IS DESIGNED TO ACCELERATE THE LEAF UNIFORMLY TO FULL SPEED IN A MINIMUM

OF XX SECONDS, RUN AT CONSTANT SPEED AND DECELERATE THE LEAF UNIFORMLY FOR A MINIMUM OF X SECONDS TO A SPEED CHECK SPEED

EQUAL TO XX% OF THE SPAN RPM. THE LEAF IS THEN DECELERATED UNIFORMLY FOR A MINIMUM OF X SECONDS TO A CREEP SPEED AT X DEGREES

FROM FULLY OPEN (FULLY SEATED) POSITION. THE SPAN SHOULD THEN RUN AT CONSTANT CREEP SPEED AND DECELERATE THE SPAN UNIFORMLY

FOR A MINIMUM OF X SECOND TO ITS FULLY OPEN (FULLY SEATED) POSITION. THE LEAF OPERATING TIME TO REACH THE FULLY OPENED (SEATED)

POSITION IS APPROXIMATELY X SECONDS AGAINST A WIND LOAD OF 2.5 PSF ACTING HORIZONTALLY AGAINST THE VERTICAL ROJECTION OF THE LEAF

DECK. NORMAL AND MAXIMUM ANGLES OF OPENING OF THE BASCULE LEAVES ARE 77 DEGREES AND XX DEGREES RESPECTIVELY.

THE RACK AND PINION TOOTH LOAD (TANGENTIAL) AT 150% FULL WORKING PRESSURE IS 230 KIPS. THE RACK AND PINION TOOTH LOAD (TANGENTIAL)

AT THE MAXIMUM STARTING TORQUE IS 126 KIPS.

SPAN LOCK MACHINERY NOTES

DURING NORMAL OPERATIONS, EACH SPAN LOCK MACHINERY ASSEMBLY IS DESIGNED TO SIMULTANEOUSLY DISENGAGE/ENGAGE RECEIVING

SOCKETS LOCATED AT THE TOE OF THE ADJOINING LEAF WITH THE LEAVES CLOSED.

DURING MANUAL OPERATION, EACH SPAN LOCK MACHINERY ASSEMBLY SHALL BE HAND CRANKED. THE TIME REQUIREDTO MANUALLY

DISENGAGE/ENGAGE THE SPAN LOCKS IS APPROXIMATELY 20 MINUTES.

SPAN LOCK MACHINERY

SEE DWG M-012

(FOR SPAN LOCATION ON REST

PIER SEE STRUCTURAL DWGS)


SEE DWG M-011

SPAN SUPPORT SYSTEMSEE DWG M-003

+/- 0.380 mm

+/- 0.750 mm

+/- 0.750 mm

+/- 0.750 mm

+/- 0.150 mm

+/- 0.750 mm

+/- 0.750 mm

+/- 1/16Á

-

-

H9/e9

H9/e9

H6/h5

H6/Shaft

H7/s6

H7/s6

H7/s6

H9/f8

H9/e9

H10/h9

-

-

6.3

12.5

0.2

0.4

3.2

1.6

1.6

0.8

1.6

1.6

0.8

0.8

3.2

0.8

NOTE: FINAL OPERATING CURVE ON HOLD PENDING FINAL BRAKE SETTING CAPACITY OF HYDRAULIC MOTOR

38

bmileo

Text Box

SCALE 1:45

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\B

ase M

ocku

p w

orking

.ia

m

DA

TE

: 3

/1

/2

01

3



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-002


5010751-100-M-PLN-


MECHANICAL PLAN

LM

LM

CJ

2013/07/31

1:45

002


EQUALIZER TRUCK

(SEE DWG, M-005)

INTERMEDIATE

EQUALIZER FRAME

(SEE DWG, M-006)

PRIMARY

EQUALIZER FRAME

(SEE DWG, M-007)

WHEEL ASSEMBLY

DETAILS (SEE DWG,

M-004)

EQUALIZER PIN

ASSEMBLY

SEE DWG M-008

INTERMEDIATE EQUALIZER

PIN ASSEMBLY

SEE DWG M-009

PRIMARY EQUALIZER

PIN ASSEMBLY

SEE M-010

RAIL SUPPORT

SEE DWG M-003

TRUNNION MOUNT

(SEE DWG, M-010)

R

8

8

1

3

T

O

C

.

L

.

W

H

E

E

L

A

S

S

E

M

B

L

I

E

S

R

9

2

8

4

E

Q

U

A

L

I

Z

E

R

P

I

N

R

1

0

1

6

2

I

N

T

E

R

M

E

D

I

A

T

E

E

Q

U

A

L

I

Z

E

R

P

I

N

R

1

1

2

2

0

P

R

I

M

A

R

Y

E

Q

U

A

L

I

Z

E

R

P

I

N

R

8

5

8

5

T

O

C

.

L

.

S

P

A

N

O

P

E

R

A

T

I

N

G

M

A

C

H

I

N

E

R

Y

.L. RAIL.L. RAIL

RAIL & RACK SUPPORT

SEE DWG M-003

4

4

.

5

0

Á

C.L. TRUSS RING C.L. SPAN SUPPORT SYSTEM

1

3

3

.

0

4

4429 (REF.) 4429 (REF.)

7663 7663

C.L. BRIDGE

39

bmileo

Text Box

RACK & RAIL SUPPORT

SEGMENT ASSEMBLY

SCALE 1:7

SECTION A-A

SCALE 1:7

SECTION B-B

SCALE 1:7

DETAIL A

SCALE 1:4

A

A

B

B

PARTS LIST

MATERIALPART NUMBERQTYITEM

Rail Rack SegmentRail Rack Segment51

Rail Rack SegmentRail Rack Segment (Ear Plate)22

SteelSpur Gear213

GenericRail A150 DIN14

Turned Bolt (Rail Rack)57

Rail Rack SegmentRing Attach (Ear Plate)28

Rail Rack SegmentGrout19

GenericRack Support Lugs214

Steel, MildANSI B18.22M - 30 N2215

Steel, MildANSI B18.2.3.6M - M30 x 3.5 x 1502216

GenericGntrex RailLok W30 (dumy)717

GenericGntrex RailLok W30 (dumy)3719

GlassPart5120

GlassPart6121

GlassPart7222

SEE DETAIL A

PA

TH

: C

:\U

se

rs\lm

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qi\D

eskto

p\Jo

hn

son

S

tre

et\0

28

22

.0

1 - Joh

nson

S

tree

t B

ridg

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3-13

\2

0_

Mech

\D

raw

in

gs\M

-0

3 R

ail S

eg

men

t D

etails.idw

DA

TE

: 3

/1

/2

01

3



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-003


5010751-100-M-PLN-


RAIL & RACK SEGMENT

LM

LM

CJ

2013/07/31

1:7

101


(R7850)

1.50Á

388

625

215 215

315

TRUSS

RING

RACK RAIL

(R8130.00)

SPAN SUPPORT

SEGMENT

DIN

A150 CRANE RAIL

CIRCULAR

RACK SEGMENT

5025

90 (TYP)

25

1853~

(R8030.00)

63

REINFORCEMENT

LUG

(TYP)

EQUALY SPACED

AT BOTH ENDS

DIN A150

CRANE RAIL

GANTREX RAILLOK

CLIP W30 (TYP.)

SEE NOTE 2


625

TAB PLATE TAB PLATE

SPAN SUPPORT

SEGMENT

CIRCULAR

RACK

SEGMENT

10

165

130 D

IA

.

100 D

IA

.

(H

6/h5)

50

DIA.

20

20

TYP

25

25

(G)

TYP

ACCESS HOLE OR DRILL

& TAP FOR GROUT PUMPING

25

(M)

25

TYP

25mm DIA. ROD

W/ HEAVY PLATE WASHER

& HEAVY HEX NUT

(TYP.)

CHOCKFAST RED

DEEP-POUR

EPOXY GROUT

SEAL AS REQ'D

FOR GROUTING

1450

325

535

NOTE:

- RAIL & RACK SUPPORT SEGMENT SHOWN

- RAIL ONLY SUPPORT SEGMENT DETAILS AS SHOWN AT INBOARD ABOUT C.L. RAIL

NOTE:

1.) PROVIDE SEAL PLATE AT END OF TRAVEL SPAN SUPPORT SEGMENTS TO RETAIN GROUT AND JOINT BETWEEN

RAIL & RACK SUPPORT SEGMENTS AND RAIL ONLY SUPPORT SEGMENTS AND RAIL ONLY SUPPORT SEGMENTS

2.) THERE ARE A TOTAL OF SEVEN (7) RAIL CLIPS INSTALLED ON EACH SPAN SUPPORT SEGMENT. RAIL CLIPS TO

BE EVENLY SPACED WITH THE FIRST AND LAST CLIPS LOCATED AT OPPOSITE ENDS OF SPAN SUPPORT SEGMENT.

INBOARDOUTBOARD

REINFORCEMENT

LUG (TYP)

REINFORCEMENT

LUG (TYP)

CIRCULAR RACK

SEGMENT

TAB PL. (TYP.)

SEE STRUCTURAL DWGS

16.14Á

R7700

R8295

3.29Á

3.29Á 3.29Á

3.29Á

40

bmileo

Text Box

SIDE VIEW

DEVELOPED SECTION

DETAIL 1: FIXED BEARING

SCALE 1:2

DETAIL 2: WHEEL TREAD

SCALE 2:5

18

SCALE 1:5

19

SCALE 1:5

BEARING SPACER DETAIL

SCALE 1:2.5

G

G

SEE FIXED BEARING DETAIL 1

THIS DWG

SEE WHEEL TREAD DETAIL 2

THIS DWG

PA

TH

: C

:\U

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S

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28

22

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S

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3-13

\2

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Mech

\D

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in

gs\M

-0

4 W

he

el A

ssem

bly.id

w

DA

TE

: 5

/3

1/20

13



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-004


5010751-100-M-PLN-


WHEEL ASSEMBLY DETAIL

LM

LM

CJ

2013/07/31

1:5

102


300 D

IA

. (H

7/s6)

W/ W

HE

EL

370 D

IA

.

312 D

IA

.

SE

E N

OT

E 1

260 D

IA

. (H

6/S

haft)

W/ S

PA

CE

R

260 D

IA

.

SE

E N

OT

E 1

558 H

UB

D

IA

.

FIXED BEARING FLOAT BEARING

WHEEL

630

260 D

IA

.

SE

E N

OT

E 3

600 D

IA

.

480 D

IA

.

200

150 (H6/h5)

250

WHEEL ASSEMBLY

SCALE 1:5

247.66

180.35

13

13

112.00Á

112.00Á

480 D

IA

.

600 D

IA

.

610 D

IA

. (H

6/h5)

630 D

IA

.

1066.8 T

RE

AD

D

IA

.

1117.6 F

LA

NG

E D

IA

.

1066.8 D

IA

. T

RE

AD

DRILL THRU AND CSK RETAINER RING

20mm DEEP FOR (12) 10mm CSK HEAD

CAP SCREWS 30 DEG. APART ON 450mm DIA.

B.C. (NEAR SIDE) 400mm DIA. B.C. (FARSIDE)

DRILL THRU BEARING RETAINER PLATE AND

BEARING HOUSING FOR (12) -20mm DIA. H.S.

STUDS SPACED 30 DEG. APART ON 540mm DIA. B.C.

6 R

TIMKEN LOCK NUT &

LOCKWASHER

(SEE NOTE 1)

OUTBOARD

RETAINER RING

INBOARD

RETAINER RING

SPHERICAL ROLLER BEARING

TIMKEN P/N:23252YMB

GREASE SEAL

GARLOCK MODEL 59

P/N: 24700-2936

SPLIT SEAL RETAINER

OD 450mm X 6mm THICK

ID 350mm

BEARING HOUSING

NOTE:

1. ALL BEARING LOCKNUT AND SEAL RELATED DIMENSIONS, TOLERANCES

AND SURFACE FINISHS SHALL BE AS PER MANUFACTURERS RECOMINDATIONS

230 TO WHEEL

60 35

R15

R1.5 (TYP.)

R30

152.41

R30

135135

170170

230230

317 317

FIXED BEARING

50 D

IA

.

BO

RE

DRILL THRU & TAP THRU SEAL RETAINER

FOR GIANT BUTONHEAD FITTING

ALEMITE 1820-1 (TYP) (SEE NOTE 2)

260 D

IA

. (H

6/S

haft)

W/ S

HA

FT

370

312

SE

E N

OT

E 1

35 60

95

2 X 2 CHAM

10 X 10 CHAM

R15

R20

20 X 20 CHAM.

SPACER DETAIL

(SEE THIS DWG)

41

bmileo

Text Box

EQUALIZER TRUCK

SCALE 1:5

(12) ASSEMBLIES REQUIRED

SECTION A-A

SCALE 1:7.5

SECTION C-C

SCALE 1:5

SECTION B-B

SCALE 1:7.5

EQUALIZER TRUCK & INTERMEDIATE FRAME

ASSEMBLY DETAIL

SCALE 1:10

EQUALIZER TRUCK & INTERMEDIATE FRAME

ASSEMBLY DETAIL

SCALE 1:10

A

A

C

C

B

B

PA

TH

: C

:\U

se

rs\lm

usta

qi\D

eskto

p\Jo

hn

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S

tre

et\0

28

22

.0

1 - Joh

nson

S

tree

t B

ridg

e 6-1

3-13

\2

0_

Mech

\D

raw

in

gs\M

-0

5 E

qu

alize

r T

ru

ck.id

w

DA

TE

: 3

/1

/2

01

3



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-005


5010751-100-M-PLN-


EQUALIZER TRUCK

LM

LM

CJ

2013/07/31

1:5

103


50

40

6

R8813

(R9284)

7.75Á

-2147483647

5050

WEB

WEB WEB

TRUCK

CPGW

(TYP)

25

25

TYP

25mm STIFFENER

PLATE

DRILL & REAM

FOUR (4) 1" DIA.

H.S. BOLTS @

EACH BEARING

ASSEMBLY

DROP STOP

200

50mm WEB

PLATE (TYP.)

61

0 (H

6/h

5)

W/ B

EA

RIN

G H

OU

SIN

G (T

YP

.)

740 D

IA

.

634

150(H6/h5)

W/ BEARING

HOUSING (TYP.)

WEB WEB

165

150

12mm MINIMUM CLEARANCE

BETWEEN EQUIALIZER TRUCK

AND INTERMEDIATE FRAME

72

5

EQUALIZER TRUCK

PRIMARY FRAME

12mm MINIMUM CLEARANCE

BETWEEN EQUIALIZER TRUCK

AND PRIMARY FRAME

97

9

50

40mm P.L.

(TYP.)

25mm

STIFFNER P.L.

(TYP.)

CPGW (TYP.)

10

25

25

(TYP.)

42

bmileo

Text Box


SCALE 1:10

(4) ASSEMBLIE REQUIRED

SECTION A-A

SCALE 1:10

INTERMEDIATE & PRIMARY FRAME

ASSEMBLY DETAIL

SCALE 1:15

A

A

PA

TH

: C

:\U

se

rs\lm

usta

qi\D

eskto

p\Jo

hn

son

S

tre

et\0

28

22

.0

1 - Joh

nson

S

tree

t B

ridg

e 6-1

3-13

\2

0_

Mech

\D

raw

in

gs\M

-0

6 In

te

rm

ed

ia

te F

ram

e.id

w

DA

TE

: 3

/1

/2

01

3



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-006


5010751-100-M-PLN-



LM

LM

CJ

2013/07/31

1:10

104


932

533

362

50

50

R9272

R10150

7.7

5Á

7.75Á

15.5Á

457 457

913

FRAME WEB WEB

50

EAR PLATE

25mm

CLOSURE PLATE

(TYP) (SEE NOTE 1)

(TYP.) CPGW

25

25

TYP.

25mm STIFFENER PL.

50mm

WEB PLATE

(TYP.)

12mm MINIMUM CLEARANCE BETWEEN

INTERMEDIATE & PRIMARY FRAME

INTERMEDIATE FRAME

PRIMARY FRAME

610

TY

P

.

305

TY

P

.

651

(T

Y

P

.)

570

932

C.L. EQUALIZER

TRUCK PIN

NOTES:

1. ALL CLOSURE PLATES SHALL BE

FILLET WELD (15 mm) ALL AROUND

FROM OUTSIDE

R125 (TYP.)

43

bmileo

Text Box


SCALE 1:15

(4) ASSEMBLIES REQUIRED

SECTION A-A

SCALE 1:15

(END OF TRANSITION)

SECTION B-B

SCALE 1:15

(START OF TRANSION)

SECTION C-C

SCALE 1:15


SCALE 0.03 : 1

A

A

B

B

C

C

PA

TH

: C

:\U

se

rs\lm

usta

qi\D

eskto

p\Jo

hn

son

S

tre

et\0

28

22

.0

1 - Joh

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S

tree

t B

ridg

e 6-1

3-13

\2

0_

Mech

\D

raw

in

gs\M

-0

7 P

rim

ary F

ra

me.id

w

DA

TE

: 3

/1

/2

01

3



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-007


5010751-100-M-PLN-



LM

LM

CJ

2013/07/31

1:15

105


R9272

R10150

R11209

15.5Á

7.7

5Á

23.2

5Á

660

50

50

619619

FRAME WEB WEB

75

75

619 619

WEB WEB

FRAME

75mm WEB

PLATE

CPGW (TYP.)

50

50

(TYP.)

15.5Á

1

0

0

0

15.5Á

8

0

5

3

3

5

T

Y

P

.

3

0

5

T

Y

P

.

375

T

Y

P

.

435

T

Y

P

,

750

TY

P

.

480

50mm CLOSURE PL.

(TYP) (SEE NOTE 1)

6

1

0

T

Y

P

.

3

3

.1

Á

2

4

.5

Á

1

5

0

Á

STARTING

TRANSITION

POINT

FINISHED

TRANSION

POINT

END OF TRANSITION POINT

(SEE SECTION A-A, THIS SHEET)

START OF TRANSITION

(SEE SECTION B-B, THIS SHEET)

R1000

R1500

R1500

R1000

R1000

R125

R125

NOTES:

1. ALL CLOSURE PLATES SHALL BE

FILLET WELD (25 mm) ALL AROUND

FROM OUTSIDE

FRAME

WEB WEB

458.5 458.5

44

bmileo

Text Box


SCALE 1 / 50

TRUCK EQUALIZER PIN DETAIL

SCALE 1:3

SECTION A-A

SCALE 1:3

DETAIL A

SCALE 2 / 3

(AT PIN CONNECTION BETWEEN EQUALIZER TRUCK

AND PRIMARY FRAME CLEARANCE SHALL BE 4mm AT

BOTH ENDS)

BM

BM

A

A

A

PA

TH

: C

:\U

se

rs\lm

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qi\D

eskto

p\Jo

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S

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28

22

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1 - Joh

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S

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t B

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3-13

\2

0_

Mech

\D

raw

in

gs\M

-0

8 E

qu

ilizer P

in

A

ssem

bly.idw

DA

TE

: 3

/1

/2

01

3



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-008


5010751-100-M-PLN-


TRUCK EQUALIZER PIN DETAIL

LM

LM

CJ

2013/07/31

1:3

106


400

BUSHING

FLANGE

KEEPER

PLATE

EQUALIZER

TRUCK

INTERMEDIATE

EQUALIZER

FRAME EAR

EQUALIZER

TRUCK

BUSHING

26

6.6

98

D

IA

.

40

6.3

98

D

IA

.

EQUALIZER

PIN

INTERMEDIATE

EQUALIZER FRAME

EAR

EQUALIZER

TRUCK WEB

EQUALIZER

TRUCK

EQUALIZER

TRUCK WEB

INTERMEDIATE

EQUALIZER FRAME

EAR

DRILL THRU KEPPER PLATE, DRILL & TAP

INTERMEDIATE EAR PLATE 45mm DP FOR

(6) M30 DIA H.S. CAP SCREWS 60 DEG. APART

ON 190 B.C. &310mm B.C. (TYP)

DRILL THRU BUSHING FLANGE.

DRILL AND TAP TUBE 30mm DEEP FOR (6)

M20 DIA MANGANESE BRONZE HEX SOCKET

FLAT CSK HEAD CAP SCREWS SET 60 DEG.


9575

317317

442

KEEPER

PLATE

80

24

0 D

IA

.

25

0 D

IA

. (H

9/e

8)

29

0 D

IA

. (H

6/S

ha

ft)

W/ T

UB

E

38

85

85

38

DEVELOPED ELEVATION

SCALE 1:3

75 80

140

NOTE:

1. ALL FILLETS SHALL HAVE A RADIUS OF 3mm, UNLESS OTHERWISE NOTED.

2. ALL CHAMFERS SHALL HAVE BE 3 X 3, UNLESS OTHERWISE NOTED.

3. ALL BUSHING SHALL HAVE DOUBLE FIGURE 8 GREASE GROOVE MACHINED INTO RUNNING SURFACE

BUSHING (TYP.)

(SEE NOTE 3)

2 mm

CLEARANCE

AT BOTH ENDS

DRILL THRU KEEPER PLATE.

DRILL THRU & TAP EQUALIZER PIN

FOR GIANT BUTTONHEAD FITTING

ALEMITE 1820-1 (TYP.)

45

bmileo

Text Box


SCALE 1 / 50

INTEREMDIATE EQUALIZER PIN DETAIL

SCALE 1:4

SECTION A-A

SCALE 1:4

DETAIL A

SCALE 1 / 2

CF

CF

A

A

A

PA

TH

: C

:\U

se

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usta

qi\D

eskto

p\Jo

hn

son

S

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et\0

28

22

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1 - Joh

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S

tree

t B

ridg

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3-13

\2

0_

Mech

\D

raw

in

gs\M

-0

9 In

te

rm

ed

ia

te P

in A

sse

mbly.id

w

DA

TE

: 3

/1

/2

01

3



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-009


5010751-100-M-PLN-


INTERMEDIATE EQUALIZER PIN DETAIL

LM

LM

CJ

2013/07/31

1:4

107


100 105

165

100 122

455455

43

85


FRAME WEB

PRIMARY EQUALIZER

FRAME EAR


FRAME


FRAME WEB

PRIMARY EQUALIZER

FRAME EAR

PRIMARY

EQUALIZER

FRAME EAR

INTERMEDIATE

EQUALIZER

FRAME

KEEPER

PLATE






EQUALIZER PIN

BUSHING

INTERMEDIATE

EQUALIZER

FRAME

37

0 D

IA

. (H

6/S

ha

ft)

W/ T

UB

E

33

0 D

IA

. (H

9/e

8)

W/ B

US

HIN

G

32

0 D

IA

.

53

3 D

IA

.

33

7 D

IA

.

570

KEEPER PLATE

DRILL THRU KEPPER PLATE, DRILL & TAP PRIMARY EAR PLATE

45mm DP FOR (6) M30 DIA H.S. CAP SCREWS 60 DEG. APART

ON 320mm B.C. & 420 B.C. (TYP)

489

BUSHING

FLANGE

DEVELOPED ELEVATION

SCALE: 1:4

DEVELOPED DETAIL

SCALE 1:4

85 45

SEE NOTE 3

BUSHING (TYP.)

(SEE NOTE 3)

NOTE:




2 mm

CLEARANCE

AT BOTH ENDS





46

bmileo

Text Box


SCALE 1 / 50


SCALE 1:6

SECTION A-A

SCALE 1:6

DETAIL A

SCALE 1 / 3

(NORTH TRUSS SUPPORT ASSEMBLY DETAIL SHOWN)

(FOR SOUTH TRUSS SUPPORT ASSEMBLY PROVIDE 9.5mm CLEARANCE)

A

A

A

A

A

PA

TH

: C

:\U

se

rs\lm

usta

qi\D

eskto

p\Jo

hn

son

S

tre

et\0

28

22

.0

1 - Joh

nson

S

tree

t B

ridg

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3-13

\2

0_

Mech

\D

raw

in

gs\M

-1

0 P

rim

ary P

in

A

sse

mb

ly.id

w

DA

TE

: 3

/1

/2

01

3



DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-010


5010751-100-M-PLN-



LM

LM

CJ

2013/07/31

1:6

108


113 118 113 133

617617235

147

TRUNION MOUNT

ATTACHMENT PLATE

PRIMARY

EQUALIZER

FRAME WEB

PRIMARY

EQUALIZER

FRAME

PRIMARY

EQUALIZER

FRAME WEB

TRUNNION MOUNT

ATTACHMENT PLATE

KEEPER

PLATE

PRIMARY

EQUALIZER

FRAME

TRUNNION

MOUNT

742

KEEPER PLATE

DRILL THRU KEPPER PLATE, DRILL & TAP TRUNION MOUNT

& PIN 55mm DP FOR (6) M36 DIA H.S. CAP SCREWS 60 DEG.

APART ON 568mm B.C. & 352mm B.C. (TYP)

EQUALIZER PIN

BUSHING

INTERMEDIATE

EQUALIZER

FRAME






616

BUSHING

FLANGE

46

0 D

IA

.(H

9/e

8)

W/ B

US

HIN

G

45

0 D

IA

.

500 D

IA

. (H

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haft)

W/ T

UB

E

464 D

IA

.

660 D

IA

.

200 50

1275

100

DEVELOPED DETAIL

SCALE 1:6

NOTE:




30

30

TYP.

CPGW

30

30

TYP.

2550

20

1925

(825)

840

2 mm

CLEARANCE

AT BOTH ENDS

BUSHING (TYP.)

(SEE NOTE 3)





47

bmileo

Text Box

OPERATING MACHINERY

SCALE 1/32"=1'

OPERATING MACHINERY

SCALE 1/2"=1'

SPAN OPERATING MACHINERY ELEVATION VIEW

SCALE 1:15

SPAN OPERATING MACHINERY PLAN VIEW

SCALE 1:15

SPAN OPERATING MACHINERY LAYOUT

SCALE 1:24

(HYDRAULIC MOTOR & BEARINGS NOT SHOWN FOR CLARITY)

HYDRAULIC MOTOR SUPPORT

SCALE 1:15

(4) REQUIRED

SECTION A-A

SCALE 1:15

HYDRAULIC MOTOR SUPPORT

BOLT LAYOUT

SCALE 1:15

BE

BE

A

A

A

A

PA

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DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-011


5010751-100-M-PLN-


LM

LM

CJ

2013/06/14

201


1 2013/07/31 SPAN OPERATING MACHINERY RELOCATION

TABLE OF SPAN DRIVE MACHINERY GEARINGMARK RATIO QUANTITY DESCRIPTION MANUFACTURER

RACK 28.75:1 12

TEETH: 23 PER SEGMENT

FACE WIDTH: 325mm

CIRCULAR PITCH: 100mm

CUSTOM

PINION 28.75:1 4

TEETH: 18

FACE WIDTH: 350mm

CIRCULAR PITCH: 100mm

CUSTOM

TABLE OF SPAN DRIVE MACHINERY BEARINGS

MANUFACTURER AND MODELDESCRIPTIONSHAFT QTYMARK

TIMKEN

SERIES: SDAF23180K

SPHERICAL ROLLER

BEARING

15"4B1

TIMKEN

SERIES: SDAF23156K

SPHERICAL ROLLER

BEARING

10 1/2"4B2

TIMKEN

SERIES: SDAF23180K

SPHERICAL ROLLER

BEARING PILLOW BLOCK

-

4

B1

HOUSING

TIMKEN

SERIES: SDAF23156K

SPHERICAL ROLLER

BEARING PILLOW BLOCK

-

4

B2

HOUSING

R8585

9.2

9Á

10.7

7Á

.L. HYDRAULIC

MOTOR MOUNT

.L. BEARING B2.L. RACK &

PINION

.L. BEARING B1

.L. RAIL

.L. PINION.L. BEARING B2

.L. HYDRAULIC

MOTOR

C.L. TRUSS RING

703

625

1190645

1

FOR BEARING P1

SUPPORT (SEE DWG,

X-XXX)

FOR BEARING B2

SUPPORT (SEE DWG,

X-XXX)

FOR MOTOR SUPPORT

(SEE DWG, X-XXX)

675

800

650

RA

DIU

S

932 (S

EE

N

OT

E)

1000 (S

EE

N

OT

E)

75

725

75

750

500

150

200 200 200 200 200

150

C.L. HYDRAULIC

MOTOR MOUNT

C.L. HYDRAULIC

MOTOR MOUNT

(ALL ASSEMBLY RELATED DIMENSIONS, TOLERANCES

AND SURFACE FINISH SHALL BE AS PER

MANUFACTURERS RECOMMENDATIONS)

325

75

.L. BEARING B1

CPCW (TYP.)

HYDRAULIC MOTOR

(SEE HYDRAULIC MOTOR

SYSTEM SUPPLIER

DWGS FOR DETAILS)

625

RA

DIU

S

150

175175

25

25

(TYP.)

AT ASSEMBLY DRILL & REAM FOR

(18) mm DIA. H.S. BOLTS

48

bmileo

Text Box

No. Date Dr'n Ch'dREVISION

REV.

DESIGN BY

DRAWN BY

DATE

SCALE

Ref.No. R E F E R E N C E

SIZE

D

SHEET

APPROVED

DWG.


ANSI

5010751-100-M-PLN-300


SPAN LOCK MACHINERY

M012 PA

TABLE OF SPAN LOCK MACHINERY MATERIALS

PART QUANTITY MATERIAL DESIGNATION

LOCK BAR 2 ALLOY STEEL FORGINGASTM A 668, CLASS M

FRONT GUIDE - BODY 2 CARBON STEEL FORGINGASTM A 668, CLASS D

FRONT GUIDE - STIFFENERS

AND MOUNTING PLATES

2 STRUCTURAL STEELASTM A 709, GRADE 50

FRONT GUIDE BUSHINGS 2 CAST MANGANESE BRONZEASTM B 22, UNS NO. C86300

SPAN LOCK SUPPORT PLATE 2 STRUCTURAL STEELASTM A 709, GRADE 50

SHIM PACK 4 STAINLESS STEELASTM A240, TYPE 304

TABLE OF SPAN LOCK MACHINERY OPERATOR

RATIO QUANTITY DESCRIPTION MANUFACTURER

-- 2

1

1

2

H.P. LOCKBAR OPERATOR, SIZE EG-2B, 230 mm

STROKE, GUARDED SHAFT EXTENSION AND REMOVABLE

HAND CRANK. PROVIDE INTERLOCK LIMIT SWITCH TO

DEACTIVATE MOTOR POWER WHEN GUARD IS REMOVED.

EARLE

49

PA

TH

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DRAWN BY

DATE

SCALE


SHEET

APPROVED

DWG.


ANSI

D

SIZE REV.

DESIGN BY

M-013


5010751-100-M-PLN-

SPAN SUPPORT SYSTEM & OPERATING MACHINERY

MATERIAL LIST

LM

LM

CJ

2013/06/14

-

401


WHEEL TRUCK - MATERIAL LIST

PART MATERIAL DESIGNATION SUPPLEMENTARY REQUIREMENTS

Flanges, Webs and Stiffeners

Structural Steel Plate ASTM A709 Grade 50

Equalizer Pin Tube Carbon Mechanical Tubing

ASTM A106

Equalizer Pin Alloy Steel Forging

AISI 4340

Fu=155 ksi, Fy=125 ksi, Longitudinal Elongation in 2"

= 10% min, Transverse Elongation in 2" = 10%,

Longitudinal Reduction of Area = 25% Min,

Transverse Reduction of Area = 25% min, HT to

311-352 BHN

Equalizer Pin Keeper Plates

Structural Steel Plate ASTM A 709 Grade 50

Equalizer Bushings Manganese Bronze

ASTM B22 UNS No. 86300

PRIMARY EQUALIZER SUPPORT - MATERIAL LIST




Hub Plate Structural Steel ASTM A36

Keeper Plates


SPAN SUPPORT SEGMENTS - MATERIAL LIST


Support Plate and Webs

Structural Steel Plate ASTM A709 Gr. 50

Flanged Bushings Alloy Steel Bar

ASTM A434 CL BD

Rail Crane Rail

DIN A 150 Type 1100Fu=1080 N/mm^2 MIN, HARDNESS 319 BHN MIN

Rail Clips

Commercial

WHEEL ASSEMBLY - MATERIAL LIST


Wheels

Alloy Steel Forging

AISI 4340 Thru Hardened to 321-388 BHN

Wheel Spacer Alloy Steel

AISI 4140

30 HRC Min Hardness at seal running surface

Bearing Retainer Plates

Structural Steel ASTM A36

Wheel Bearings

Commercial

Shaft Lip Seals

Commercial

Seal Retainer Plate Stainless Steel Plate ASTM A 240 TYPE 304

End Cap

Stainless Steel Plate ASTM A 240 TYPE 304

Axle

Alloy Steel Forging

AISI 4340





311-352 BHN

SPAN OPERATING MACHINERY - MATERIAL LIST


Rack

Alloy Steel Forging

ASTM A668 CL M

To meet Impact Test S2 Requirements of ASTM A291

Gr 6, CL G

Pinion

Alloy Steel Forging

ASTM A668 CL N

To meet Impact Test S2 Requirements of ASTM A291

Gr 7, CL H

Machinery Supports


Bearings

Commercial

Hydraulic motors

Commercial

Hydraulic Motor Support


INTERMEDIATE AND PRIMARY FRAME - MATERIAL LIST




Ear Plates Steel Plate ASTM A 36

Equalizer Pin Tube Carbon Mechanical Tubing

ASTM A 106

Equalizer Pin Alloy Steel Forging

AISI 4340





311-352 BHN

Equalizer Pin Keeper Plates


Equalizer Bushings Manganese Bronze

ASTM B22 UNS No. 86300

50

bmileo

Text Box

.. ~ ~ I[

f :f .!! ... ~ 'E

! f

fRAMING INVENTORY

D1,D2. - BASCULE SPAN TRUSS MD!BERS

1 C, 1 C2 - OR'TllOTROPIC DECK Fl.OORBEAMS

A1,A2,C1 - MUD EDGE BEAMS

1 B THROUGH 1 DB - MUD OUTRIGGERS

F1,G1,G2 - PEDESTRIAN DECK EDGE BEAMS

1 D THROUGH 1 OD - PEDESTRIAN DECK OUTRIGGERS

B1 - W31 Ox60 MUD AND PEDESTRIAN DECK STRINGERS

~ ~ I I

I I I I

'A2.' 'A2.'

'B1'

"' 'B1' ...t"

'81'

"' '81' .. '81' '81'

'C1'

---:- ---- ----:- ---- -----:- --- ---u b b u - - - -__:_ ------=-- ----_____:__------

'G2'

BASCULE SPAN FRAMING PLAN ~1:150

~ I

I 'A2.'

I 'A1'

'B1' '81'

"' 'B1' '81' '" '81' '81'

'G2.' 'G1' i

i i

NOlES:

1. WORK THIS SHEET Willi DWG NO. 5012.802-100-S-SUP-0010 THROUGH 5012802-1 00-S-SUP-02.90.

2. FOR GENERAL NOlES SEE DWG NO. 5012.802.-100-S-PLN-0010 THROUGH 5012802-1 00-S-PLN-0020 .

3. FOR BASCULE SPAN UMITS, MUD EDGE BEAMS AND STRINGERS ARE PARALLEL TO AND FOULOW THE PROfll.E OF CONTROL UNE 55, AND PEDESTRIAN DECK EDGE BEAMS AND STRINGERS ARE PARAllEL TO AND fOULOW THE PROFILE OF CONTROL UNE 7o. fOR COMPUETE L 10. LOS, AND L75 CONTROL UNE DETAILS, SEE SHEETS BY CJTHERS.

~- FOR WALKWAY FlLOORBEAM DETAILS SEE DWG NO. 501 2802-1 00-2-SUP-280 THROUGH 5012.802-1 OD-S-SUP-285.

5. FOR ll OF MUD I< PED EDGE BEAMS AI I< Gl SEE DWGS 5012802-1 00-2-SUP-280 THROUGH 2.85.

6. fOR DECK JOINT DETAILS SEE DWG NO. 501 2802-1 00-S-XXX-XXX.

7. FOR AUGNMENT DF END FlLOORBEAMS WITH GRIDUNES UNES SEE DWG NO. 5012802-100-S-SUP-02.75 I< 5012.802.-100-S-SUP-0276.

8. COUNTERWEIGHTS, DECK DIAPHRAGMS fOR RAIUNG POSTS, AND CROSSBEAMS NOT SHOWN. SEE CJTHER SHEETS.

9. WP MUD 1 I< WP PED 1 ARE REFERENCED TO INTERSECTION OF ll EDGE BEAMS 6: ll OUTRIGGERS.

~J ~~~--~------------------------~----------------------------~--------------------------~------------~~----~~--------------------------~~--~----------------------~~~--------~~------------------------------------------~ ~ 8 PREPARED FOR:

ce..-.,.

iA'' MMMGROUP

~~~---1~------------------------1

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~ ~ ~----~---------------------------1 ...... ~ ~ ~---1~----------------------~100 HOWE ST., SUITE 700, VANCOU'IER, BC, CNWlA, V8Z 2A9 ~ ~ Rof.No. R E F ERE N C E TIL (1104) 685--9JII1 FAX (604) 683~6515 nw.mrnm.oa

PREPARED BY:

II HaHrdestv & anoV'er

1501 IIIIGIIIMAY, NEW VORl<. NY 10006 TIL (212) 944--1150 FAX (212) 391-0297

WWI'.haAIIII)I-IIa ...... cam

SEAL

0 2013/11/15 ISSUE FOR DETAIL

No. D.m. REVISION om a.'d

- JOHNSON STREET BRIDGE REPLACEMENT ,_, JB BASCULE SPAN

""""""' IIHK FRAMING PLAN ,.,.

2013/11/15

-.. AS SHOWN

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I ~000 MIN.I WfoJ..KWAY I II

L127x127x11 CONTINUOUS BETWEEN OUTRIGGERS

MUD SECTION BEJWEEN OUmiGGERS SCALE 1:25

MUD SECTION AT OUTRIGGER 5CAl..E 1:25

{ OUTRIGGER---I ~ [WJ10 x 80

r~~~l:-------------------L ________ _j

TYPICAL STRINGER ELEVATION MUD & PEP SCALE 1:25

ct. OUTRIGGER

EDGE BEAM C/F f---t OUTRIGGER

--1 /10 DIAPHRAGM It (TYP.) {' I 1 I fT rr y I

I I I I I I -I I

185 260

6 10 STlFFENER It

C.JP

DETAIL SCALE 1:10

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10 DIAPHR.IIGM It (TYP.)

260

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~ ~ (TYP.)

TOP OF WllU<WAY I

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TOP OF WfoJ..KWAY

NOTE: RAIUNG NOT SHOWN FOR CLARilY

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t BEAll! A-----1

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201 BOLTS;-1----J

10 FlANGE It (TYP.)-1--------'

NaTE: RAIUNG NOT SHOWN FOR CLARilY

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755

~~I~~~ ® NOTE: WfoJ..KWAY NOT SHOWN FOR CLARilY

INITRMEDIATE OUTRIGGERS SHOWN MUD SHOWN. PED SIMILAR

1----t BEAll! A/G 1 HAND HOLES IN BarTOM I FlANGE (TYP.)

260

{ DECK JOINT

TOP OF WllU<WAY

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NOTE: RAIUNG NOT SHOWN FOR CLARilY

~ ~ -::-~ SCALE 1:10 NOTES:

i I

I[ DIAPHRAGMS PLACED SYMMETRICALLY UNDER RAIL POSTS

PROVIDE BE\IEI..ED SHIMS liS REDUIRED (TYP.)

SECTION NaTE: WllU<WAY NOT SHOWN FOR CLARilY

/ TOE OUTRIGGERS SHOWN. 1. WORK THIS SHEET WITH DRAWING 501 0751- I 00-S-SUP-0265. c HEEL OUTRIGGERS SIMILAR (SEE NOTE J). 2. FOR FRAMING PLAN, SEE DRAWING 501 0751- I 00-S-SUP-00 1 0.

~ TYPICAL INTERIOR EDGE BEAu Eln''ATION uuD •- PED J. HEEL JOINT SHALL BE L203•152•25 WITH SOLID HORIZONTAL LIEG (NO FINGERS). "'MbtL - M q; FOR ADDITIONAL JOINT DETPJLS, SEE DRAWING 5010751-100-S-SUP-0290.

,!: ~~0~2fucE BEAM SIMILAR. ~: ~g~ gy~R6GoG~~E~EJ,:~g gg:AI~.A~I~~ ~~w~~~1 s6~g7~1-.:~6o-__Df.?2uP-0120. E d 6. FOR RAILING DETAILS, SEE SHEETS BY OTHERS.

~~~~----------------~------------------~----------------~~-------r-r--~-------------------r-r-r----------------~~-----.,------------------------------1 ,:..: 8 PREPARED FOR: PREPARED BY: SEAL I ~1-----1--------------l

~ 0 1-----1--------------l ~~1---+------------4 ~s ~-(1-----1--------------l

iA'-'-MMMGRouP

.. .. 1040 HOWE ST., SUITE 700, VANCOUIIER, BC, CA'WlA, V6Z 2AII ~ ~ Roi'.No. REFER EN C E ln. (604) 685-11381 FAX (604) ~6655 www.mmm.ca

•Hardesty &Hanover

1501 BROolll'I\IAY, NEW YORIC, NY 101136 m.. (Z1Z) 844-1150 FAX (Z1Z) J9HI297

....... haidiiiiJ-ha.....,...com

0 2013/11/15 ISSUE FOR DETAIL

No. Dote

HNG

H"G

09/04/2013

I'S SHOWN

REVISION D~n Ch'd


BASCULE SPAN

MUD AND PEP WALKWAY DETAIL I

5012802-100-S-SUP-280 52

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~ BEAN F II~ L7!1 !----~ BE"AIII B r--~ BE"AIII G

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OUTSIDE WEB-

2.~ (TYP.) 2.J5 I

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18 WEB It___} \___ 2CMI BOLTS N(Jl£: RAIUNG NOT SHOWN FOR CLARITY.

DETAIL SCALE 1:10

fjTOP OF WMJ<!/IAY

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/ J - JW310X60 (TYP.)

f I f

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18 It ~~ ~ 'R50 VERTlCAL SLOTTED HOLES IN JOINT lt----1f+N::tJ~:~t +

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SECTION SCALE 1:10 GRIDLINE 8 SHOWN. GRIOLINE 1 7 OPPOSTE.

DETAIL SCALE 1:10 N(Jl£: RAIUNG NOT SHOWN FOR CLARITY.

1-------18 WEB It

SECTION SCALE 1:10

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tL I ~ I BE.VELED SHIIoiS

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1--1•----~ END WUD/PED OUTRIGGER

SECTION SCALE 1:10 GRIDLINE 8 SHOWN. GRIDLINE 17 OPPOSITE.

NOTES:

@ N(Jl£: RAIUNC NOT SHOWN FOR CLARITY.

1. WORK THIS SHEET WTH DRAWING 5010751-100-S-SUP-0280. 2. FOR FRAMING PLAN, SEE DRAWING 5010751-100-S-SUP-0010. J. HEEL JOINT SHALL BE L20Jx152x25 WITH SOUD HORIZONTAL LEG (NO FINGERS).

FOR ADDITIONAL JOINT DETAILS, SEE DRAWING 5010751-100-S-SUP-0290. 4. FOR OUTRIGGER DETAILS. SEE DRAWING 5010751-100-S-SUP-0270 . 5. FOR CJP CORNER WELD DET"'LS. SEE DRAWING 5010751-100-S-SUP-0120. 6. FOR RAILING DET"'LS, SEE SHEETS BY OTHERS.

f~ ~8~--~--------------------------r-PR_E_P~---O-FO_R_:---------------------r-~--PAR __ E_o-~-.--------------------~s-EAL------------r--r------~----------------------------~~--~-------------------------r.-=,~==----H-w-c------r--------J-O_H __ N_S_O_N __ S_T_R_E_E_T __ B_R_ID __ G_E_R __ E_P_LA __ C_E_M_E_N __ T----~

~~~==:===========~ iA'-'- • Hardesty = :G sAscuLEsPAN :,.,:: ~o~ t----+------------1 &HanOVer ~~ MUD AND PED WALKWAY DETAIL II ON--"' .... t----+-----------------------l M M M GROUp 09/04/2013

1501 BROolll'IIIAY, NEW YORIC, NY 101138 0 2013/11/15 ISSUE FOR DETAIL .,.,. I'S SHOWN .;.; :i: 1------~------------------------~11145 HOWE ST., SUITE 700, V~COUIIER, llC, CNWJA. V6Z 2AII 1EL (Z1Z) 844-1150 FAX (212) J9HI297 !!; ~ Roi'.No. REFER EN C E 1EL (604) 685-11381 FAX (604) ~6655 www.mmm.ca ....... hardiii!J-ha.....,...corn No. D~n Ch'd I''~ Dote REVISION 5012802-100-S-SUP-285 53

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CITY OF VICTORIA JOHNSON STREET BRIDGE REPLACEMENT

Sheet Number

5012802-100-S-GEN-000 5012802-100-S-GEN-002 5012802-100-5-GEN-003 5012802-1 00-S-GEN-01 0

Sheet ntle

COVER SHEET GENERAL ARRANGEMENT GENERAL ARRANGEMENT GENERAL NOTES

GENERAL

SHEET 2 OF 2

SUBSTRUCTURE WEST APPROAC>i SPAN PILE LAYOUT EAST APPROACH SPAN - PILE LAYOUT AND DETAILS WEST ABuTMENT CONCRETE OUTLINE WES1 ABUWEN- CONCRETE OUTLIN~ SHEET 2 \'lEST ABUTfi.Ei'.'T DIAPHRAGM CONCRETE OUTui\E WEST ABUTIJENi REINFORCEIJENT SHEET 1 WEST ABUTMENT REINFORCEMENT SHEET 2 WEST ABUWENT DIAPHRAGM R[JN'ORCEMENT REST PIER - CONCRETE OUTLINE - SHEET 1 REST PIER - CONCRETE OUTLINE - SHE<T 2 REST PIER - REINFORCEMEI\'T DETAILS - SHEET i RES1 PIER - REINFORCEMENT DETAILS - SHEET 2 INTERMEDIATE PIER - CONCRETE OUTLINE INTERMEDIATE PIER DIAPHRAGM CONCRETE OUTliNE

DESIGN SUBMISSION

PREPARED BY

MMMGROUP

Rev No. Sheet Number 50 1 2802- 100-S-SUP-214 5012802-100-S-5UP-215 5012802-100-5-SUP-217 5012802-100-S-SUP- 218 5012802-100-5-SUP-219 5012802-1 00-S-SUP-220 5012802-100-S-SUP-22!1 5012802-100-5-SUP-226 5012802-100-S-SUP-227 5012802-100-S-SUP-228 50' 2802- 100 - S-SUP-229 5012802- 100-S-SUP-260 5012802-100-S-SUP-261 5012602-100-S-SUP-262 5012802-100-5-DET -301 5012802-1 00-S-DET- 302 5012802- 100-S-DET -303 5012802- 100-S-DET-304 5012802-100-S-DET-305 501 2802 - 100-S-DET-309 5012802-100-S-DET -310

Sheet Title

c B i

c E c c A

9 B A c A A A

DECK lAYOUT - SPAN 1

DECK lAYOUT - SPANS 2 AND 3 DECK REINFORCEMENT - 1 DECK REINFORCEMENT - 2 DECK REINFORCEMENT - 3 DECK REINFORCEMENT - 4 WEST APPROACH SlAB SHEE"' 1 WEST APPROACH SCAB REINFORCEMENT EAST APPROACH SlAB 1 EAST ~PPROACH SL'AB 2 EAST APPROACH SLA!3 3 wEST APPROACH BEARING LAYOt.lT EAST APPROACH BEARI'IG LAYOUT BEARING DtlAILS PL-2 STEEL BAI?RIER STEEL BICYCLE RAILING lAUD RAILING DETAILS PED RAILING DrTAILS WARNING GATES UTILiTY DETAILS UTIL'TY DETAILS 2

5012802-100-S-SUB-101 5012802-100-S-SUB-'02 5012802-100-S-SUB-110 5012802-100-S-S~JS-1 11 5012802-100-S-SUB-112 5012802-100-S-SUB-113 5012802-100-S-SUB-114 5012802-100-S-SUB-115 5012802-100- S-SUS-120 5012802-100-S-SUB-121 5012802-100-5-SUS-122 5012802-100- S- SUB-123 5012802-100-S-SUB-150 5012802-100-S-SUB-151 5012802-100-5-SUB-152 5012802-100-S-SUB-153 5012802-100-5-SUB-'55 5012802-100-S-SUS-156 5012802-100-5-5UB-157 5012802-100-s-5ua-·s8

INTERMEDIATE PIER - REINFORCEMENT DETAILS INTERMEDIATE PIER DIAPHRAGM • REINFORCEMENT DETAILS EAST ABUTMENT - CONCRETE OUTUNE

E D c E B 0 c

COioiTROL ROOM

EAST ABUTMENT DIAPHRAGM - CONCRETE CUTUN£ EAST ABUTMEN- - REINFORCH•ENT DETAILS EAST ABUTMENT DIAPHRAGM - REINFORCEMENT DETAILS

SUPERSTRUCTURE APPROACH SPANS - PRESTRESSED CONCRETE BOX GIRDER LAYOUT - SPAN 1 APPROACH SPANS - PRESTRESSED CONCRETE BOX GIRDER - SPANS 2 AND J APPROACH SPANS - PRESTRESSED CONCRETE BOX GIRDER OUTUNES APPROACH SPANS - PRESTRESSED CONCRETE BOX GIRDER DETAILS- SPAN 1 ROADWAY

5012802-100-S-SUP-201 5012802- 100-S-SUP-202 50 12802- 1 00-S-SUP-203 5012802-1 00-S-SUP-204 5012802-100-S-SUP-205 5012802- 100- S- SUP-206 5012802-100-S-SUP-207 5012802-100-S-SUP-208 5012802-1 00-S-SUP-209 5012802-100-S-SUP-210 5012802· 100-5-5\;P-211 5012802-100-5-SUP-212 5012802-100-S-SUP-213

APPROACH SPANS - PRESTRESSED CONCRETE BOX GIRDER DETAILS SPAN 2 ROADWAY - SHEET 1 OF 2

RE F ERENCE

APPROACH SPANS - PRESTRESSED CONCRETE BOX GIRDER DETAILS SPAN 2 ROADWAY - SHEET 2 OF 2 APPROACH SPANS - PRESTRESSED CONCRETE BOX GIRDER DETAILS - SPAN J ROADWAY APPROACH SPANS - PRESTRESSED CONCRETE BOX GIRDER DETAILS - MUD AND PEO SPANS - SHEET 1 OF 2 APPROACH SPANS - PRESTRESSED CONCRETE BOX GIRDER DETAILS - MUD AND PED SPANS - SHEET 2 OF 2 EAST BASCULE P:[R DIAP>IRAGM CONC'lETE OUTc,NE EAST BASCJLE PIER DIADHRAG~1 - REINFORCEMENT DETA·cS PRECAST DECK PANEL lAYOUT - 1 PRECAST DECK PANEL LAYOUT - 2

PREPARED BY: PREPARED BY:

iA'' MMMGROUP 1045 HOWE ST., SUITE 700, VANCOINER, BC, CANADA. VSZ 2A9

TEL (604) 685- 9381 FAX (604) 68.3-8655 www.mmm.co

SEAL s R

a p

0

No.

c D D c D B D D B

" A A A

2013/12/20

2013/12/20

2013/12/06

2013/11/22

2013/11/15

Date

50' 2802- 100-S-BLD-401 5012802-100-S-BLD-402 5012802- '00-S-BLD-403 5012802-100-S-BLD-404

5012802-100-S·BLD-411 5012802- 100-S-BLD-412

1Ft S£T ~ APPRQIQi SP~ CIRDfRS

1Ft S£T ~ fAST APPRQIQi SUIIS1l!OCTIJRE

90% PROGRESS S£T ~ WISCEUANEOUS DETAILS

1 00~ PROGRESS S£T OF SUPERSTRUC1\IRE

1 00~ PROGRESS S£T OF SUI'ERSTRUC1\JRE

REVISION

CONTROL ROOM PL~N AND DETAILS CONTROc ROO._, DETAILS CONTRO\. ROOt! DETAILS CONTROL ROOM DETAILS

CANOPY PEDESTRIAN CANOPY AND FRAIJING PLAN AND DETAILS -PEDESTRIAN CANOPY AND FRAMING PLAN AND DETAILS -

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A A

A A A

A A A

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A A

A A

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COVER SHEET

5012802-1 00-S-GEN-000 , .... _ 15 54

TYPICAL SECTIONSCALE 1:50

MUD TYPICAL OUTRIGGERSCALE 1:25

PED TYPICAL OUTRIGGERSCALE 1:25

DETAIL 1 AT FLOORBEAM 1CSCALE 1:10

DETAIL 1 AT FLOORBEAM 1C2SCALE 1:10

SECTION A-AAT FLOORBEAM 1C2

SCALE 1:10

SECTION B-BAT FLOORBEAM 1C

SCALE 1:10

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DESIGN BY

47-15010751-100-S-SUP-

BASCULE SPANMUD AND PED OUTRIGGER DETAILS I

FS

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2013-12-27

AS NOTED

0270


0

DETAIL 1

8 X

A

A

B

B

NOTES: 1. WORK THIS SHEET DRAWINGS WITH 5010751-100-S-SUP-0010 THRU 5010751-100-S-SUP-0276.2. FOR FRAMING PLAN, SEE DRAWING 501075-100-S-0010.3. FOR MUD AND PED WALKWAY DETAILS SEE DRAWINGS 5010751-100-S-SUP-0280 THRU 5010751-100-S-SUP-0285.4. FOR L10, L55, AND L75 CONTROL LINES SEE SHEETS BY OTHERS.5. FLOORBEAM WEBS SHALL BE PERPENDICULAR TO TANGENT OF ROADWAY PROFILE AT GRIDLINE AND WORK POINT.6. FOR RAILING DETAILS SEE SHEETS BY OTHERS.

VARIES

VARIES

C.L. L55 CONTROL LINE

C.L. NORTH TRUSS

VAR

IES

VARIESC.L. SOUTH TRUSS C.L. L75CONTROL LINE

SEE NOTE 3

SEE NOTE 3

1500

7150 7150

1800BIKE LANE

3000LANE

3000LANE

3003000LANE

1800BIKE LANE

C.L. BRIDGE C.L. L10 CONTROL LINE

2%

2%

MUD W.P. MEASURED ALONG C.L. OF OUTRIGGER

PED W.P. AS MEASURED ALONGC.L. OF OUTRIGGER

350 6800 6800 350

C.L. NORTH TRUSS C.L. SOUTH TRUSS

2.2% 2.2%

250

350

20

930

10 WEARING SURFACE

250

20

930

C.L. FLOORBEAM SPLICE350 C.L. FLOORBEAM SPLICE

FLOORBEAM WORK PT FLOORBEAM WORK PT.

SEE NOTE 5

SEE NOTE 5

NOTE: WEARING SURFACENOT SHOWN FOR CLARITYGRIDLINE 17 SIMILAR

NOTE: WEARING SURFACENOT SHOWN FOR CLARITY

C.L. FLOORBEAMSPLICE

90°2.2% 2.2%

C.L. FLOORBEAMSPLICE

C.L. CONTROL LINE L55

C.L. CONTROL LINE L75

TOP OF TRUSSBOTTOM CHORD

TOP OF TRUSSBOTTOM CHORD

90°

TOP OF MUD DECK

TOP OF PED DECK

55

TYPICAL MUD OUTRIGGERSCALE 1:20


TYPICAL MUD OUTRIGGER PLANSCALE 1:20

MUD OUTRIGGER 1B ELEVATIONSCALE 1:20

MUD OUTRIGGER 1B PLAN SCALE 1:20

TYPICAL PED OUTRIGGERSCALE 1:20

TYPICAL PED OUTRIGGER PLANSCALE 1:20

TRUSS MOUNTING BRACKETSCALE 1:5

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ANSI DSIZE REV.

DESIGN BY

47-25010751-100-S-SUP-

BASCULE SPANMUD AND PED OUTRIGGER DETAILS II

FS

BHK

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2013-12-27

AS NOTED

0271


0

A

A

X

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8

X

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WEB TRANSITIONSEE NOTE 3

350

300

VARIES

VARIES

20 FLANGE PL.

20 WEB PL.(TYP.)

WEB TRANSITIONSEE NOTE 3

C.L. EDGE BEAM C1(TYP.)

C.L. NORTH TRUSS

C.L. NORTH TRUSSC.L. CONTROL LINE L55

NOTE:MUD DECKING NOT SHOWN FOR CLARITY. SEE NOTE 1.

NOTE:MUD DECKING NOT SHOWN

SEE NOTE 4 SEE NOTE 6

SEE NOTE 6

TRUSS DOVETAIL

TRUSS MOUNTING BRACKET SEE DETAIL 1

SEE NOTE 5

250

TRUSS DOVETAIL

WEB TRANSITION

BEVELED FILL PL.

TRUSS MOUNTING BRACKET

HAND HOLE IN BOTTOM FLANGE(TYP.)

HANDHOLE IN BOTTOM FLANGE(TYP.)

TRUSS DOVETAIL

350

300

HANDHOLE IN BOTTOM FLANGE (TYP.)

C.L. SOUTH TRUSS C.L. EDGE BEAM F1

VARIESC.L. SOUTH TRUSS C.L. CONTROL LINE L75

NOTE:PED DECKING NOT SHOWN FOR CLARITY. SEE NOTE 1.

TRUSS MOUNTING BRACKET

SEE NOTE 5 20 WEB (TYP.)

HANDHOLE

NOTES: 1. WORK THIS SHEET DRAWINGS WITH 5010751-100-S-SUP-0010 THRU 5010751-100-S-SUP-0276.2. FOR FRAMING PLAN, SEE DRAWING 501075-100-S-SUP-0010.3. FOR MUD AND PED WALKWAY DETAILS SEE DRAWINGS 5010751-100-S-SUP-0280 THRU 5010751-100-S-SUP-0285.4. TOP AND BOTTOM FLANGE OF THE TRUSS BOTTOM CHORD TO FOLLOW VERTICAL PROFILE OF CONTROL LINE L10. REFER TO DRAWINGS NO. 501075-100-S-SUP-0010 THRU 501075-100-S-SUP-0290. MUD AND PED EDGE BEAMS TO FOLLOW CONTROL LINE L55 AND L75 RESPECTIVELY, SEE SHEETS BY OTHERS.5. TRUSS MOUNTING BRACKET SHALL BE BOLTED TO TRUSS IN SHOP PRIOR TO FIELD ASSEMBLY.6. ALL WEBS OF OUTRIGGERS SHALL BE VERTICAL; ALL FLANGES OF OUTRIGGERS SHALL BE HORIZONTAL.7. ORTHOTROPIC DECK AND RAILINGS NOT SHOWN FOR CLARITY. FOR TRUSS AND ORTHOTROPIC DECK DETAILS NOT SHOWN, SEE OTHER SHEETS.

C.L. EDGE BEAM C1 C.L. NORTHTRUSS

300

C.L. NORTH TRUSSVARIESC.L. CONTROL LINE L55

VARIES

SEE NOTE 6 (TYP.)

VAR

IES

CJP TYP.GRIND SMOOTH

20 PL. (TYP.)

260

25 FLANGE PL. (TYP.)20 WEB PL. (TYP.)

HAND HOLE (TYP.)

20 FLANGE PL.

HAND HOLE (TYP.)

BEVELED FILL PL.

BEVELED FILL PL.

BEVELED FILL PL.

50 MIN.

COORDINATE CONNECTION OF OUTRIGGER AND EDGE BEAM CONNECTION. MODIFICICATION OF MOUNTING BRACKET MAY BE REQUIRED.

NOTE: INTERMEDIATE OUTRIGGER SHOWN

PED W.P.

MUD W.P.

150 150

FLANGE TRANSITION

FLANGE TRANSITION

56

HOLD; TO BE COORDINATED WITH FINAL DESIGN OF PILE CAP ...

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