KCS-Standards (1 de 2)

STANDARDSApril 2007

4-27-07

NONE

RGT

4-27-07INDEX OF DRAWINGS

INDEX 1

DWG No. DRAWING TITLE DWG No. DRAWING TITLE

G-101

G-102

G-103

G-104

G-105

G-106

G-107

G-108

ENGLISH TO METRIC CONVERSION CHART

SPEEDS THROUGH TURNOUTS

PUSH CAR COUPLER

FRA DEFINITIONS

TEMPORARY TRACK AROUND OBSTRUCTIONS

MINIMUM TARGET DISTANCE

TURNOUT APPLICATIONS

M/W ROADMASTER & SIGNAL MAINTAINER OFFICE

BR-101

STEEL BEAM SPAN WITH CONCRETE DECK

STEEL DECK PLATE GIRDER SPAN WITH CONCRETE DECK

PRE-STRESSED PRE-CAST CONCRETE BOX GIRDER SPAN

WITH OR WITHOUT CONCRETE DECK

BR-102

BR-103

BR-104

BR-105

PRE-STRESSED PRE-CAST AASHTO-TYPE BEAM SPAN

WITH CONCRETE DECK

CAST-IN PLACE CONCRETE BOX GIRDER SPAN

CONVENTIONAL REINFORCED

BR-106

BR-107

BR-108

BR-109

CAST-IN PLACE POST-TENSIONED CONCRETE BOX GIRDER SPAN

STEEL THROUGH PLATE GIRDER SPAN WITH CONCRETE DECK

STEEL THROUGH PLATE GIRDER SPAN WITH STEEL DECK

CHAIN LINK RAILING DETAILS

TUBULAR HAND RAILING DETAILS

PICKET HAND RAILING DETAILS

DECK DRAIN DETAILS

FLASHING DETAILS FOR WATER-PROOFING

WATER-PROOFING DETAILS

COLLISION IMPACT DEVICES AND SACRIFICAL BEAM

TRACK SHIELD DETAIL

FRAME PROTECTION DETAILS BRIDGE DECK ELEVATIONS

FRAME PROTECTION DETAILS BRIDGE DECK CROSS SECTION

BONDING DETAILS FOR MULTIPLE PRE-STRESSED

PRE-CAST CONCRETE GIRDERS

BR-110

BR-111

BR-112

BR-113

BR-114

BR-115

BR-116

BR-117

BR-118

BR-119

BR-120

BR-121

BARRIERS AND CLEARANCES TO BE PROVIDED AT HIGHWAY,

STREET AND PEDESTRAIN OVERPASSES

BARRIERS FENCES AND SPLASHBOARDS TO BE PROVIDED AT

HIGHWAY, STREET AND PEDESTRAIN OVERPASSES

GENERAL INFORMATION

BRIDGES

G

BR

STANDARD PILE TRESTLE 5 PILE BENTS & BRACING

STANDARD RAIL GIRDERS ON PILE BENTS

TIMBER PILE TRESTLE TYPICAL COMPONENTS

DECK FOR CREOSOTED PILE & FRAME TRESTLE 14 PANELS

GENERAL SHORING REQUIREMENTSDOUBLE INSIDE GUARDRAIL

BR-122

BR-123

BR-124

BR-125

BR-126

BR-127

BR-128

RA-101

RA-102

RA-103

STANDARD PILE TRESTLE 6 PILE BENTS & BRACING

RAIL IDENTIFICATION

BEVELING & CHAMFERING

RAIL SECTIONS SHEET 1 OF 7

CHART 1 FOR RAIL SECTIONS SHEET 2 OF 7






RAIL WEAR LIMITS

SPRING WASHER

TRACK SPIKES AND SHIM SPIKES

TIMBER SCREW SPIKE FOR ROAD CROSSING

OVAL NECK TRACK BOLTS AND NUTS

EPFLEX RAILSEAL

RA-104

RA-105

RA-106

RA-107

RA-108

RA-109

RA-110

RA-111

RA-112

RA-113

RA-114

RA-115

OTM-101

OTM-102

OTM-103

OTM-104

OTM-105

OTM-106

OTM-107

OTM-108

OTM-109

OTM-110

OTM-111

OTM-112

HINGED FINGER LIFT DERAIL

NOMENCLATURE FOR FROG GUARDRAIL

PANDROL ROLLED STEEL TIE PLATE FOR WOOD TIES

PANDROL PLATE PLACEMENT ON WOOD TIES

PANDROL CLIP TYPE RP601A

FROG BOLTS, NUTS AND HARDENED FLAT WASHERS

SCREW SPIKE

HI-RISE OPERATING STAND FOR USE WITH SLIDING DERAILS

HOOK-IN SHOULDER PANDROL CLIP TYPE E-2055 ON STEEL TIES

DRIVE ON ANCHOR TYPES

DOUBLE JAWED NON-INSULATED GAGE ROD

CURVE BLOCK ASSEMBLY OF DOUBLE SHOULDER TIE PLATE

FOR 5 12" BASE RAIL

RAIL

OTHER TRACK MATERIALOTM

RA

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.

K.C.S.STANDARDS SCALE:

REV:

DRAWN BY:


4-27-07

NONE

RGT


INDEX 2

OTM-113

OTM-114

OTM-115

DOUBLE JAWED INSULATED GAGE ROD

PREFABRICATED MTRE CUT BONDED INSULATED JOINT

TRACK MATERIAL TABLE

SOLID MANGANESE SELF GUARDED FROG

COMPROMISE JOINT ORDERING REQUIREMENTS

CONCRETE TIE ASSEMBLY TO SUIT 136RE RAIL

RETRO FIT FROG PLATES FOR AREMA TURNOUTS

METHOD OF ANCHORING CWE W/ANNUAL TONNAGE

GREATER OR EQUAL TO 10 MGTOTM-116 METHOD OF ANCHORING CWE W/ANNUAL TONNAGE

LESS THAN 10 MGT

OTM-117

OTM-118

OTM-119

OTM-120

OTM-121

OTM-122

OTM-123

DRIFT PIN

CONCRETE TIE RAIL PAD DETAIL

HEAVY DUTY INSULATOR TYPE HD-8 w/STEPPED DEEP SIDE POST

CAST SHOULDER TO SUIT PANDROL BRAND RAIL CLIPS

TYPE E20119-AV

OTM-124

OTM-125

RB ROAD BED

RB-100 BALLAST & GRADATION PROPERTIES

BALLAST GRADATION TABLE

TYPICAL FINISHED GRADING AND BALLAST SECTION

12" BALLAST SECTION FOR MAIN TRACK

CASING PIPE INSTALLATION

TYPICAL SECTIONS AT ABUTMANT SLOPE

RB-101

RB-201

RB-202

RB-203

RB-204

RB-205

RB-206

RB-207

RB-208


FOR INDUSTRIAL TRACKS IN MISSOURI

RB-301

RB-302

RB-303

RB-304 TYPICAL STAKES SET DURING CONSTRUCTION OF THE TURNOUT

ROADBED SECTIONS FOR WOOD TIE CONSTRUCTION

(NEW CONSTRUCTION)


FOR INDUSTRIAL TRACKS (NEW CONSTRUCTION)

TYPICAL WALKWAY/ROADBED AT SWITCH STAND

(NEW CONSTRUCTION)

TABLE No. 1 TRACKS TO SERVE INDUSTRIES (NEW CONSTRUCTION)TYPICAL LAYOUT FOR INDUSTRY TRACK PARALLEL

TO MAIN/LEAD TRACK

TYPICAL LAYOUT FOR INDUSTRY TRACK PERPENDICULAR

TO MAIN/LEAD TRACK

RB-305

RB-306

RIGHT OF WAY FENCE

RETAINING WALL DETAILS

SPIKE PATTERNS FOR TANGENT AND CURVED TRACK

PRECAST REINFORCED CONCRETE CROSSING

DESIGN CLEARANCES FOR HIGHWAY

STANDARD CLEARANCES FOR NEW INSTALLATIONS

CLEARANCE REQUIREMENTSWIRE LINE CLEARANCE CHART

CURVE MARKINGS

SUPERELEVATION OF CURVES 1" UNBALANCED

SUPERELEVATION OF CURVES 1 1/2" UNBALANCED



VERTICAL CURVE DESIGN

CHANGE OF SUPERELEVATION DISTANCE

PREFABRICATED SECTIONAL TREATED TIMBER ROAD CROSSING

TYPICAL LOCATION OF SLOPE STAKES DURING CONSTRUCTION

OF THE ROADBED

RB-401

RB-402

RB-501

RB-601

RB-602

RB-603

RB-701

RB-702

RB-703

RB-704

RB-801

RB-802

RB-803

STANDARD EARTH BUMPER (NEW CONSTRUCTION)

DERAIL INSTALLATION INSTRUCTIONS (NEW CONSTRUCTION)

RB-804

RB-805

RB-806

RB-807

S-101

S SIGNS

STOP SIGN

SIGN POST

SPEED LIMIT SIGN

STANDARD SIGNS

NO TRESPASSING SIGN

"X" BOARD SIGN

S-102

S-103

S-104

S-105

S-106

S-107

S-108

S-109

S-110

S-111

S-112

S-113

TOP OF RAIL MARKER

SIGN USED IN CONJUNCTION WITH FORM "A" ORDERS

ON MAIN TRACK

SIGN USED IN CONJUNCTION WITH FORM "B" ORDERS

ON MAIN TRACK

YARD LEAD SWITCH STAND TARGET, STEEL SQUARE TUBINGAND ASSEMBLY

RAILROAD PUBLIC GRADE CROSSING SIGN

SPEED BUMP SIGN

SPEED RESTRICTION SIGN (MAINTENANCE ONLY)APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:


4-27-07

NONE

RGT


INDEX 3

S-114

MILE POST SIGN

STRUCTURE WILL NOT CLEAR SIGN

CONTROL POINT SIGN

NUMBERS AND LETTERS

SIGNAL BERMS

PRIVATE ROAD SIGN

PRIVATE ROADWAY GRADE CROSSING SIGN (NEW INSTALLATION)

S-115

S-116

S-117

S-118

S-119

S-120

S-121

S-122

S-123

TO-101

EMERGENCY SIGN

NO TRAIN HORN WILL BLOW SIGN

ROADWAY HIGHWAY CROSSING SIGN

TURNOUT NOMENCLATURE

TURNOUT GEOMETRY FOR INDUSTRIAL TRACKS

DATA FOR CROSSOVERS

SWITCH STAND TYPE & PLACEMENT

SWITCH STAND MOUNTING DETAILS

SWITCH POINT CLAMP

RAILBOUND MANGANESE FROG PREFERRED NOMENCLATURE

No. 7 TURNOUT GEOMETRY & SWITCH TIE LAYOUT










BILL OF SWITCHES

TURNOUT DATA

GUARDRAIL PLACEMENT

SWITCH POINT DETAILS

BENDING STOCK RAIL

TO TURNOUTS

TO-102

TO-103

TO-104

TO-105

TO-106

TO-107

TO-108

TO-109

TO-110

TO-111

TO-112

TO-113

FACING POINT TURNOUT ARRANGEMENT (NEW CONSTRUCTION)

TO-114

TO-115

TO-116

TO-117

TO-118

TO-119

TO-120

TO-121

TO-122

TO-123

16-6" SWITCH POINT DERAIL FOR INSTALLATION

MANUAL OPERATION

TO-124

RACOR 36E SWITCH STAND

RACOR 22E SWITCH STAND

RACOR 112E COLUMN SWITCH STAND

SWITCH POINT LOCK AUTOMATIC)

TO-125 DOUBLE SWITCH POINT DERAIL 16-6" STRAIGHT SAMSON SWITCH

MANUAL OPERATED LAYOUT SIDE

TO-126

TO-127

TO-128

TO-129

TO-130

MANGANESE SWITCH POINT TIPS (MAINTENANCE ONLY)

CROSSING FROGXF-101

XF CROSSING FROG

TO-131 SOLID MANGANESE STEEL FROGS

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

MULTIPLY MULTIPLYBY BYTO OBTAIN TO OBTAIN

LE

NG

TH

AR

EA

WEIG

HT

MO

ME

NT

FO

RC

ES

TR

ESS

VO

LU

ME

INCHES (IN)

FEET (FT)

YARDS (YD)

MILES (MI)

SQUARE INCHES (IN)

SQUARE FEET (FT)

SQUARE YARDS (YD)

ACRES (AC)

SQUARE MILES (MI)

OUNCES (OZ)

POUNDS (LB)

KIPS (K)

TONS (TN)

MO

ME

NT

OF IN

ER

TIA

TONNES (METRIC TON)

25.4000

0.3048

0.9144

1.6093

645.1600

0.0929

0.8361

0.4046

2.5900

28.3495

0.4536

0.4536

0.9072

1000.0000

MILLIMETERS (MM)

METERS (M)

METERS (M)

KILOMETERS (KM)

SQUARE MILLIMETERS (MM)

SQUARE METERS (M)

SQUARE METERS (M)

HECTARES (HA)

SQUARE KILOMETERS (KM)

GRAMS (G)

KILOGRAMS (KG)

TONNES (METRIC TON)

TONNES (METRIC TON)

KILOGRAMS (KG)

KIP FEET (KIP FT)

POUND INCHES (LB IN)

POUND (LB) (FORCE)

KIP (K)

NEWTON (N)

POUND/SQUARE IN (PSI)

KIP/SQUARE IN (KSI)

KIP/SQUARE FOOT (KSF)

PASCAL (PA)

CUBIC INCHES (IN)

CUBIC FEET (FT)

CUBIC YARDS (YD)

IN 4

4FT

1.35582

0.11298

4.44820

4.44820

1.00000

6.89480

6.89480

47.88030

1.00000

16387.06400

0.02832

0.76456

416231.40000

0.00863

KILONEWTON METER (KNM)

NEWTON METER (N M)

NEWTON (N)

KILONEWTON (KN)

KG M/SEC

KILOPASCAL (KPA)

MEGAPASCAL (MPA)

KILOPASCAL (KPA)

N/M

CUBIC MILLIMETERS (MM)

CUBIC METERS (M)

CUBIC METERS (M)

MM4

M4

PREFIXES: U=10 , M=10 , K=10, M=10-6 -3 6

3-5-02

NONE

DLL

4-27-07 ENGLISH TO METRICCONVERSION CHART G-101

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

TANGENTLENGTH

AS REQUIRED

SHOE-FLY AROUND

DIMENSION TABLE (IN FEET)

WRECKS AND WASHOUTS

MAIN LINE

TEMPORARY LINE

A A

50 TANGENT50 TANGENT

E

F

H H

F

E

D

B

C B

C

12 B

12 B

CURVE

CURVE

D

B

C

C

12 B

12 B

B

CURVE

CURVE

4-21-06

NONE

RGT

4-27-07 TEMPORARY TRACKAROUND OBSTRUCTIONS G-105

TRACK CLASS

NOTES:

1. WHEN TRACK IS BEING REALIGNED DUE TO SLEEDING, UNDERCUTTING OR SIMILAR MAINTENANCE OPERATIONS, TANGENTS BETWEEN CURVES SHOULD BE ADJUSTED WHERE PRACTICAL.

2. DO NOT INSTALL NEW TURNOUTS OR RELAY WITH SWITCH PANELS TURNOUTS WITHIN 200 FEET OF A CURVE WITHOUT THE AUTHORIZATION OF THE CHIEF ENGINEER.

T FORNEW CONSTRUCTION

FRA CLASS 4 500 FT

FRA CLASS 3 250 FT

FRA CLASS 2 150 FT

FRA CLASS 1 60 FT

PS

T

PT

S

T = MINIMUM TANGENT DISTANCE

5-30-06

NONE

RGT

4-27-07MINIMUM TANGENT DISTANCE G-106

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

A/C UNIT

A/C UNIT

A/C UNIT

ROADMASTER OFFICE SIGNAL MAINTAINER OFFICEM/W OFFICE

RESTROOM

A/C UNIT A/C UNIT

A/C UNIT

A/C PLUG A/C PLUG

A/C PLUG

G.F.I. @ 42"

3-0 x 4-0 3-0 x 4-0 3-0 x 4-0

3-0 x 4-0 3-0 x 4-0

3-0

x

4-0

3-0

x

4-0

SS

SS

VENT/FAN

SS

S

150W FLOOD 150W FLOODWP PLUG WP PLUG

WP PLUG WP PLUG

PO

WE

R

PA

NE

L

INSTALL (2) 3" CONDUITS

PULL PHONE THROUGH ONE CONDUIT

PULL DATA THROUGH OTHER CONDUIT

LEAVE 8 TAILS AND LABLE CABLES

HOSE BIB

3

x

3

MIR

RO

W3

x

3

MIR

RO

W

HOSE BIB

TOWELHOLDER

SIN

K

200 AMP. SERVICE

30 - 68 30 - 68

30 -

68

30 -

68

30 -

68

10 GAL. ELEC. WATER HEATER

NOTES:1. BUILD MODULAR BUILDING ON TRAILER W/AXLES AND WHEELS2. INSTALL 26GAUGE METAL ON WALLS AND ROOF.3. INSTALL (2) EXTERIOR GRADE SOLID METAL DOORS.4. INSTALL (7) DOUBLE INSULATED SINGLE HUNG WINDOWS.5. INSTALL (2) SETS OF TREATED STEPS W/HANDRAILS.6. INSTALL 200 AMP SERVICE AND BREAKER PANEL.7. INSTALL (3) CARRIER XHA123D WINDOW UNITS W/HEAT STRIPS.8. INSTALL 2 LAYERS OF 3/4" PLYWOOD SUB-FLOORING.9. INSTALL 1/2" SHEETROCK AND PANELING OVER TOP.10. INSTALL VCT TILE ON FLOOR W/VINYLE BASE.11. INSTALL 1/2" MIMI BLINDS ON ALL WINDOWS. 12. INSTALL SCHLEDGE LOCKS ON ALL DOORS.13. INSTALL (2) KCS LOGO SIGNS.14. INSTALL R13 INSULATION IN WALLS.15. INSTALL R19 INSULATION IN CEILING.16. INSTALL PLYWOOD CEILING AND PAINT.17. INSTALL DOOR CLOSURES ON EXTERIOR DOORS.18. INSTALL CAT5 DATA CABLES AND PHONE LINES.19. BLOCK AND LEVEL BUILDING.20. INSTALL TIE DOWN STRAPS.

5-312" 17-1014" 11-6

34" 5-3

12"

40

6-

21 2"

5-

91 2"

12

5-312" 11-812" 7-11"

9-912" 5-312"

10-3 12" 6-312" 12-10" 10-7"

2-

31 2"

9-

81 2"

4-312" 2-312"

2-

31 2"

9-

81 2"

6-

7"

6

4

4

6-

21 2"

5-

91 2"

4-11-02

NONE

DLL

4-27-07 M/W ROADMASTER & SIGNAL MAINTAINEROFFICE G-108

8" MIN. BALLASTUNDER TIMBER TIE OR12" MIN. BALLASTUNDER CONCRETE TIE

DRAIN PIPE (TYP.)

2-0"

MI

N.

CENTER LINE OF EXIST. TRACK

RAILING ORCHAIN LINK FENCE

TOP OF RAIL

CONCRETE DECK

9-0" MIN.(TANGENT TRACK)

9-6" MIN.(CURVED TRACK)

6-0" MIN.16-0" MIN.20-0" MIN.

BALLAST

CENTER LINE OF EXIST. ORFUTURE TRACK

CENTER LINE OF ACCESS ROAD

A.C. PAVEMENT

1% SLOPE

2-0"

1-0"

6"

MI

N.

2-6"

MI

N.

MIN. 1%

SLOPE

MIN. 1%

SLOPE

DRIPGROVE

1"

MI

N.

VA

RI

ES

DECK PLATE GIRDER WATERPROOFING(BUTYL MEMBRANE OR EPDM AND TWOLAYERS OF ASPHALTIC PROTECTIVE PANELS)

NO SCALESTEEL DECK PLATE GIRDERS WITH CONCRETE DECK

1-27-05

NONE

RGT

4-27-07 STEEL DECK PLATE GIRDER SPANWITH CONCRETE DECK BR-101

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:


DRAIN PIPE (TYP.)

2-0"

MI

N.



TOP OF RAIL

CONCRETE DECK



6-0" MIN.16-0" MIN.20-0" MIN.

BALLAST



A.C. PAVEMENT

1% SLOPE

2-0"

1-0"

6"

MI

N.

2-6"

MI

N.

MIN. 1%

SLOPE

MIN. 1%

SLOPE

DRIPGROVEV

ARI

ES

WATERPROOFING(BUTYL MEMBRANE OR EPDM AND TWOLAYERS OF ASPHALTIC PROTECTIVE PANELS)

BEAM DIAPRAGM (TYP.)

1"

MI

N.

NO SCALESTEEL BEAMS WITH CONCRETE DECK

1-27-05

NONE

RGT

4-27-07 STEEL BEAM SPANWITH CONCRETE DECK BR-102

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:


DRAIN PIPE (TYP.)

2-0"

MI

N.



TOP OF RAIL



6-0" MIN.16-0" MIN.20-0" MIN.

BALLAST



A.C. PAVEMENT

1% SLOPE

2-0"

1-0"

6"

MI

N.

2-6"

MI

N.

MIN. 1%

SLOPE

MIN. 1%

SLOPE

DRIPGROVEV

ARI

ES


* CONCRETE DECK

NO SCALEPRECAST CONCRETE BOX GIRDERS WITH CAST IN PLACE CONCRETE DECK

PRESTRESSEDCONCRETEBOX GIRDER

DRIPGROVE

TRANSVERSE TIE ROD

FLEXIBLE SEALING STRIP

* CONCRETE DECK IS OPTIONAL

KEYWAY FILLED WITH EPOXYOR FLOWABLE GROUT (TYP.)SEE DRAWING 005090

1-27-05

NONE

RGT

4-27-07PRE-STRESSED PRE-CAST

CONCRETE BOX GIRDER SPANWITH OR WITHOUT CONCRETE DECK BR-103

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:


DRAIN PIPE (TYP.)

2-0"

MI

N.



TOP OF RAIL



6-0" MIN.16-0" MIN.20-0" MIN.

BALLAST



A.C. PAVEMENT

1% SLOPE

2-0"

1-0"

6"

MI

N.

2-6"

MI

N.

MIN. 1%

SLOPE

MIN. 1%

SLOPE

DRIPGROVE

VA

RI

ES


NO SCALE

PRESTRESSEDCONCRETEGIRDER

DIAPRAGM

PRECAST CONCRETE BEAMS WITH CAST IN PLACE CONCRETE DECK

CONCRETE DECK

1-27-05

NONE

RGT

4-27-07PRE-STRESSED PRE-CASTAASHTO-TYPE BEAM SPAN

WITH CONCRETE DECK BR-104

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:


DRAIN PIPE (TYP.)

2-0"

MI

N.



TOP OF RAIL



6-0" MIN.16-0" MIN.20-0" MIN.

BALLAST



A.C. PAVEMENT

1% SLOPE

2-0"

1-0"

6"

MI

N.

2-6"

MI

N.

MIN. 1%

SLOPE

MIN. 1%

SLOPE

VA

RI

ES


NO SCALE

DRIPGROVE

CONVENTIONAL REINFORCED CONCRETE BOX GIRDERS

CAST IN PLACECONCRETE BOX GIRDER

1-27-05

NONE

RGT

4-27-07CAST-IN PLACE

CONCRETE BOX GIRDER SPANCONVENTIONAL REINFORCED BR-105

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:


DRAIN PIPE (TYP.)

2-0"

MI

N.



TOP OF RAIL



6-0" MIN.16-0" MIN.20-0" MIN.

BALLAST



A.C. PAVEMENT

1% SLOPE

2-0"

1-0"

6"

MI

N.

2-6"

MI

N.

MIN. 1%

SLOPE

MIN. 1%

SLOPE

VA

RI

ES


NO SCALE

DRIPGROVE

POST-TENSIONED CONCRETE BOX GIRDERS

POST-TENSIONEDCONCRETE BOX GIRDER

1-27-05

NONE

RGT

4-27-07 CAST-IN PLACE POST-TENSIONEDCONCRETE BOX GIRDER BR-106

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:



NO SCALESTEEL THROUGH PLATE GIRDERS WITH CONCRETE DECK

1-0"

1-0"

A.C. PAVEMENT

1% SLOPE

GUARD RAIL


6-0" MIN.

5-0"MIN.

SEPARATION

2-0"

MI

N.TOP OF

RAIL

6-6" MIN.

6-0"

4-0"


20-0" MIN.

DRAIN PIPE (TYP.)


*

STANDARD AREACLEARANCE ENVELOPE

SLOPE 1:2.8 PREFERED

1:3 MAX.

SEE DETAIL A

CHECKEREDPLATEWALKWAY

2-0"

VA

RI

ES

2-6"MIN.

DIAPRAGM

STEEL FLOOR BEAM

CONCRETE DECK

SEPARATE MAINTENANCEOF WAY ROADWAY STRUCTURE

STEEL THROUGHPLATE GIRDER

DETAIL A

" MAX.


STIFF.

SUPPORT WALKWAY ONKNEE BRACE OR STIFF.

SLOPE 2%

12"

WATERPROOFING

CONC. CURB

KNEE BRACE

* NOTE:

9-0" MIN. (TANGENT TRACK)FOR CURVE TRACK REFER TO AREMA

1-27-05

NONE

RGT

4-27-07 STEEL THROUGH PLATER SPANWITH CONCRETE DECK BR-107

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:



NO SCALE

1-0"

1-0"

A.C. PAVEMENT

1% SLOPE

GUARD RAIL


6-0" MIN.

5-0"MIN.

SEPARATION

2-0"

MI

N.TOP OF

RAIL

6-6" MIN.

6-0"

4-0"


20-0" MIN.

DRAIN PIPE (TYP.)


*

STANDARD AREACLEARANCE ENVELOPE

SLOPE 1:2.8 PREFERED

1:3 MAX.

SEE DETAIL A


2-0"

VA

RI

ES

2-6"MIN.

DIAPRAGM

STEEL FLOOR BEAMSEPARATE MAINTENANCE

OF WAY ROADWAY STRUCTURE

STEEL THROUGHPLATE GIRDER

DETAIL A

" MAX.


STIFF.

SUPPORT WALKWAY ONKNEE BRACE OR STIFF.

SLOPE 2%

12"

WATERPROOFING

CONC. CURB

KNEE BRACE

STEEL THROUGH PLATE GIRDERS WITH STEEL DECK

STEEL DECK

* NOTE:

9-0" MIN. (TANGENT TRACK)FOR CURVE TRACK REFER TO AREMA

1-27-05

NONE

RGT

4-27-07 STEEL THROUGH PLATE GIRDER SPANWITH STEEL DECK BR-108

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

RAILING OR FENCE

6"

CURB

FLASHING

WATERPROOFING

CONCRETE DECK

KEYWAY FILLEDWITH EPOXYOR NON SHRINKCEMENTITIOUSFLOWABLE GROUT(TYP.)

TRANSVERSETIE RODGALVANIZED ORGROUTED

FLEXIBLE SEALINGSTRIP (TYP.)

END BLOCK ORINTERIOR DIAPRAGM

FILL WITH NON SHRINKCEMENTITIOUS GROUT FLUSH

WITH GIRDER AFTERSTRESSING TIE RODS

PRECAST CONCRETEBOX GIRDER

NO SCALE

MULTIPLE PRESTRESSEDCONCRETE GIRDER BONDING DETAIL

PROCEDURE FOR GROUTING BETWEEN GIRDERS(EPOXY GROUT)

1. BEFORE SETTING GIRDERS, THOROUGHLY WIRE BRUSH THE

ENTIRE CONTACT SURFACES OF EACH GIRDER.

2. INSTALL 2 LAYERS OF 3" x 4" FLEXIBLE SEALING STRIPS

(POLY-URETHANE-ETHER TYPE DENSITY 1.5) AT THE BOTTOM OF THE GAP AND AROUND TIE ROD HOLES AND ENDS OF

GIRDERS TO PREVENT GROUT LEAKAGE. THE MAXIMUM GAP BETWEEN

GIRDERS SHOULD BE ".

3. INSTALL TIE RODS AND TENSION 50%.

4. PLACE 4" SAND ON TOP OF SEALING STRIPS

TO PROTECT SEALING STRIPS FROM EPOXY HEAT.

5. FILL THE GAP WITH DRY CLEAN PEA GRAVEL (1/2" MAXIMUM SIZE). IN COLD WEATHER, HEAT THE PEA GRAVEL.

6. POUR EPOXY GROUT TO FILL ALL VOIDS IN GAP.

THIS MAY TAKE 2 TO 3 SUCCESSIVE POURINGS.

7. TENSION TIE RODS 100%.

PROCEDURE FOR GROUTING BETWEEN GIRDERS(NON SHRINK CEMENTITIOUS FLOWABLE GROUT

1. BEFORE SETTING GIRDERS, THOROUGHLY WIRE BRUSH THE

ENTIRE CONTACT SURFACES OF EACH GIRDER.

2. INSTALL 2 LAYERS OF 3" x 4" FLEXIBLE SEALING STRIPS

(POLY-URETHANE-ETHER TYPE DENSITY 1.5) AT THE BOTTOM OF THE GAP AND AROUND TIE ROD HOLES AND ENDS OF

GIRDERS TO PREVENT GROUT LEAKAGE. THE MAXIMUM GAP BETWEEN

GIRDERS SHOULD BE ".

3. INSTALL TIE RODS AND TENSION 50%.

4. PLACE FLOWABLE NON SHRINK CEMENTITIOUS GROUT BETWEEN GIRDERS.

(GROUT TO BE MIXED TO A POURABLE CONSISTENCY. THE MATERIAL SHALL BE MIXED TO A COMBINATION BETWEEN FLOWABLE

AND FLUID SO AS NOT TO FORM AIR POCKETS BETWEEN GIRDERS

WHILE BEING POURED).

5. AFTER GROUT HAS REACHED A COMPRESSIVE STRENGTH OF 3000 P.S.I.,

TENSION TIE RODS 100%.

1-27-05

NONE

RGT

4-27-07BONDING DETAILS FOR MULTIPLE

PRE-STRESSED PRE-CASTCONCRETE GIRDERS BR-109

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

NO SCALE

POST ANCHORAGE DETAILNO SCALE

NOTES:

1. RAILING ASSEMBLY EXCEPT CHAIN LINK FABRIC TO BE

GALVANIZED AFTER FABRICATION.

2. POSTS SHALL BE VERTICAL.

3. PROVIDE HARDWARE AND DETAILS FOR ATTACHMENTS TO

CABLE, POSTS, AND TOP RAILING.

4. PROVIDE SPLICE AND EXPANSION JOINT DETAILS.

NO SCALE

TYPICAL SECTION

CHAIN LINK RAILING

CONCRETE BARRIER

TOP OF WALKWAY

1"

6"

CL POST

6"

FILL WITH MORTAR

5"

8"

8"

#4 TIE (2 REQD.)

#4 BAR (4 REQD.)(ONE EACH CORNER)

1"

8"

RAILING ELEVATION

6-0" WIDE, CHAIN LINKFABRIC 1" MESH.

KNUCKLED SELVAGE TOPAND BOTTOM

TS 3x2x.1875(TYP. ALL POSTS)

" GALVANIZED CABLE THREADED THROUGH" DIA. HOLES IN INTERMEDIATE POSTS

9" MIN. ATWALL JOINT

1-0" AT SPLICEOR EXP. JOINT

9" 5-0" MIN.

10-0" MAX.

L 4x3x LLH

1-27-05

NONE

RGT

4-27-07CHAIN LINK RAILING DETAILS

BR-110

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

POST ANCHORAGE DETAILNO SCALE

NO SCALE

TYPICAL SECTION

CONCRETE BARRIER

TOP OF WALKWAY

1"

6"

CL POST

6"

FILL WITH MORTAR

5"

8"

8"

#4 TIE (2 REQD.)

#4 BAR (4 REQD.)(ONE EACH CORNER)

1"

8"

NOTES:

1. GALVANIZE RAIL ASSEMBLY AFTER FABRICATION.


3. PROVIDE RAILING CONNECTION DETAILS.


TUBULAR HAND RAILING

3-6"

RAILING ELEVATION(FOR USE IN RURAL LOCATIONS)

NO SCALE

9" MIN. ATDECK OR WALLJOINT

1-6"

TS 2x2x.1875(TYP. ALL POSTS)

* WHEN ADJACENT TO DECK OR WALL JOINT* 3-0" MIN.

* 8-0" MAX.

TS 3x2x.1875 TS 2x2x.1875

10-0" MAX.

3-3" 5-0" MIN.

CL SPLICE1"

"

MA

X.

4

-

0"

RA

D

.

1-27-05

NONE

RGT

4-27-07TUBULAR HAND RAILING DETAILS

BR-111

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

NO SCALE

TYPICAL SECTION

CONCRETE BARRIER

TOP OF WALKWAY

1"

6"

CL6"

8"

NOTES:

1. GALVANIZE RAIL ASSEMBLY AFTER FABRICATION.


3. PROVIDE RAILING CONNECTION DETAILS.


TUBULAR HAND RAILING

3-0"

RAILING ELEVATION(FOR USE IN RURAL LOCATIONS)

NO SCALEPOST (WELD TO BASE PLATE)

2"

"

GR

OU

T

BASE PLATE "x 6"x 0-6"

WITH 4-" DIA. HOLES. DISTANCE

FROM CENTER OF HOLE TO EDGE TO BE 1"

" x 6"x 0-6" (A36) WITH

2" DIA. HOLE CTRD. & 4-"

THRD. RODS (A307) WITH 2-HEX NUTS

& 1 FLAT WASHER. WELD RODS TO PLATE

6"

4"

6" MAX. (CENTER TO CENTEROF PICKETS, TYP.)

2" DIA. SCH. 40 PIPE7" MAX. (CENTER OF POST TO

CENTER OF PICKET, TYP.)

" DIA. ROD (TYP.)

8"

RAD.

8"

1-4"

3" DIA. SCH. 80 PIPE

8-0" MAX. 4-0" MAX.

CL SPLICE

4-0" MAX. 8-0" MAX. 4-0" MAX.

2" " DIA. SCH. 80 PIPE(TYP. ALL POSTS)

END PANEL INTERMEDIATE PANEL

1-27-05

NONE

RGT

4-27-07PICKET HAND RAILING DETAILS

BR-112

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

NO SCALEDETAIL - DRAIN PIPE

DRAIN PIPE (TYP.)

NO SCALETYPICAL DECK SECTION

1

"

1

"

CL DRAINCL SLOTS

8"

SECTION A-A

A

A

8-" x" SLOTS SPACEDON 2- 2/3 IN. CENTERS

" "2-0"

8-" x" SLOTS SPACEDON 2- 2/3 IN. CENTERS

4"

NO SCALEDETAIL - BOTTOM PLAN

ON 2- 2/3 IN. SPACING

TO STORM DRAIN

45 - " x" SLOTS1-1/3" 1-1/3" 9"

1"

10-0"

.064 THICK GALV. SHEET METAL

6" DIA. DRAINPIPE DOWN SPOUT(AT END SECTIONS ONLY)

NO SCALELOCATION OF DRAIN PIPE

NOTE: LAP DRAIN PIPE ONE

CORRUGATION AT EACH END.

1-6"

5"CURB

BALLAST

DRAIN PIPE

BOTTOM PAN

WATERPROOFING

CL TRACK

CL TRACK

SLOPESLOPE

NO SCALEDECK PLAN

ABUTMENT ABUTMENTCONNECT DRAIN PIPES TODOWNSPOUTS AND UNDERDRAINS (TYP.)

PIER DRAIN PIPE

1-27-05

NONE

RGT

4-27-07DECK DRAIN DETAILS

BR-113

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

NO SCALE

NO SCALEFLASHING DETAIL

LONG SLOTTED HOLE @

2-0" MAX. CENTERS FOR

" DIA. A-325 BOLT

CL

1

"1

"

10"

7"

1"

1"

PL" STEEL

(A36, GALV.)

NOTES:

1. ALL STRUCTURAL STEEL PLATES, BOLTS AND WASHERS SHALL BE GALVANIZED.

2. DISCONTINUE FLASHING OVER PIERS AND ABUTMENTS.

ALTERNATIVE 1

1-6"

BUTYL RUBBER

MEMBRANE OR EPDM

0.06" MINIMUM

THICKNESS

INSERT ASSEMBLY

FOR" DIA. x 2"

A-325 BOLT

CONCRETE CURB SEE FLASHING DETAIL

SEALANT

BALLAST

" DIA. x 2" A-325 BOLTWITH WASHER & LONG SLOTTEDHOLE @ 2-0" MAX. CENTERS

TWO LAYERS OFPROTECTIVEASPHALTIC PANELS." TOTAL THICKNESSMINIMUM

CONCRETE DECK

1-6"

BUTYL RUBBER

MEMBRANE OR EPDM

0.06" MINIMUM

THICKNESS

INSERT ASSEMBLY

FOR" DIA. x 2"

A-325 BOLT

CONCRETE CURB

SEALANT

BALLAST

" DIA. x 2" A-325 BOLTWITH WASHER & LONG SLOTTEDHOLE @ 2-0" MAX. CENTERS

CONCRETE DECK

NO SCALEALTERNATIVE 2

SEE FLASHING DETAIL

TWO LAYERS OFPROTECTIVEASPHALTIC PANELS." TOTALTHICKNESS MINIMUM

1-27-05

NONE

RGT

4-27-07FLASHING DETAILS FOR WATER-PROOFING

BR-114

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

NO SCALE

BUTYL RUBBER MEMBRANE OR EPDMWATERPROOFING SPLICE DETAIL

6" 6"

.06

0" (

TY

P.)

TOUNGE & GROOVE - FIELD SPLICE

BUTYL GUM TAPEEXTENDED"MIN. BEYONDEDGE OF SPLICE

BUTYL GUM TAPEEXTENDED"

MIN. BEYONDEDGE OF SPLICE

NO SCALE

TYPICAL TRANSVERSE SECTIONAT OPEN JOINT

" MIN. OVERALL ASPHALT

PROTECTIVE COVER SHEETS

0.060 IN. BUTYL RUBBER

MEMBRANE OR EPDM WATERPROOFING

SEE FLASHING DETAILDWG. NO. 14

28" WIDE x 0.060 IN. BUTYL RUBBERMEMBRANE OR EPDM WATERPROOFINGCENTERED OVER THE OPEN JOINT

22" WIDE x 16 GAGE GALV. SHEET METALCOVER PLATE CENTERED OVERTHE OPEN JOINT

" x 10" WIDE COVER PLATE(ON DECK & CURBE SLOTS)

FACE OF CONCRETEAT OPEN JOINT

NO SCALE

TYPICAL LONGITUDINAL SECTIONAT CONTROLLED JOINT




MEMBRANE OR EPDM

WATERPROOFING

18" WIDE x 0.060 IN. BUTYL RUBBER


CENTERED OVER THE CONST. JOINT

12" WIDE x 16 GAGE GALV. SHEET METAL

COVER PLATE CENTERED OVER

THE CONST. JOINT

CL CONTROLLED JOINT

SLAB

NO SCALE

TYPICAL LONGITUDINAL SECTIONAT CONTROLLED JOINT




MEMBRANE OR EPDM

WATERPROOFING

CL

SLAB

28" WIDE x 0.060 IN. BUTYL

RUBBER MEMBRANE OR EPDM

WATERPROOFING CENTERED OVER

THE OPEN JOINT

22" WIDE x 16 GAGE GALV.

SHEET METAL COVER PLATE

CENTERED OVER THE OPEN JOINT

OPEN JOINT

" x 10" WIDE

COVER PLATE

(ON DECK &CURB SLOTS)

NO SCALE

TYPICAL LONGITUDINAL SECTIONAT END OF BACKWALL / APPROACH SLABS

" DIA. GALV. BOLT W/WASHER

IN LONG SLOTTED HOLE

SPACED AT 1-6" C. TO C.

1-0"

1-3"

" x 13" WIDE ARMOR

PLATE AT ABUTMENTS

(FULL LENGTH OFWATERPROOFING)

24" WIDE x 0.060 IN. BUTYL RUBBER


CENTERED ALONG THE AXIS OF THE

CORNER

BACKWALL OR

APPROACH SLAB

THREADED INSERT

1-27-05

NONE

RGT

4-27-07WATER-PROOFING DETAILS

BR-115

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

TR

AV

EL

LA

NE

S

TR

AV

EL

LA

NE

S

SACRIFICIAL BEAM

SACRIFICIAL BEAM A

APIER

ABUTMENT ABUTMENT

CL TRACK

PLAN

ABUTMENT ABUTMENTROADWAY ROADWAY

PIER CAP

SACRIFICIAL BEAM

*

ELEVATION

LAYOUT OF COLLISION IMPACT DEVICES & SACRIFITIAL BEAM* MIN. VERTICAL CLEARANCE REFER TO TEXT

PIER

TOP OF RAIL

DETAIL B

3"

1"1"

1

"3"

SLOTTED HOLE

" SUPPORT BAR

(GALV.)

PROTECTIVE ANGLE

(GALV.)

SECTION A-A

SECTION A-A

(AT VERTICAL FACED GIRDER)

(AT SLOPED FACED GIRDER)

1"

5-0"

1

"

6"

1" X 6"

REDWOOD

PLANK

EXTERIOR

GIRDER

6" x 6" x"

PROTECTION ANGLE

(GALV.)

FASTEN PROTECTION ANGLE

TO GIRDER USING" DIA.

BOLTS W/LOCK WASHER

BOTTOM OF GIRDER

SUPPORT BAR

SEE DETAIL "B"

PIER

(BEYOND)

SACRIFICIAL

BEAM

1"

5-0"

6"

1" X 6"

REDWOOD

PLANK

EXTERIOR

GIRDER

6" x 6" x"

PROTECTION ANGLE

(GALV.)

FASTEN PROTECTION ANGLE

TO GIRDER USING" DIA.

BOLTS W/LOCK WASHER

BOTTOM OF GIRDER

SUPPORT BAR

SEE DETAIL "B"

PIER

(BEYOND)

SACRIFICIAL

BEAM

1-27-05

NONE

RGT

4-27-07 COLLISION IMPACT DEVICESAND SACRIFICAL BEAM BR-116

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

CL TRACK

5-0" MIN.5-0" MIN.

TRACK SHIELD(SEE NOTES)

TRACK

TRIVIRA SPUNBOUND#45 GEOTEXTILE EACH

SIDE OF TRACK(OR APPROVED EQUAL)

TRACK SHIELD DETAILFOR DEBRIS FALLING FROM BRIDGE DECK REMOVAL

(WHEN TRACK TIME WINDOW IS AVAILABLE)

BLOCKING DETAIL

BALLAST (SEE NOTES)

LONGITUDINAL SUPPORTTEMBERS (TYP.)

(SEE NOTES)

2"

TRACK SHIELD

NOTES:

1. A FLAGMAN IS REQUIRED AT ALL TIMES DURING THE USE OF A TRACK SHIELD.

2. THE TRACK SHIELD SHALL BE DESIGNED BY THE CONTRACTOR AND SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THE ANTICIPATED LOADS, INCLUDONG IMPACT. THE SHIELD SHALL PREVENT ANY MATERIALS, EQUIPMENT OR DEBRIS FROM FALLING ONTO THE RAILROAD TRACK. ADDITIONAL LAYERS OF MATERIAL SHALL BE FURNISHED AS NECESSARY TO PREVENT FINE MATERIALS OR DEBRIS FROM SIFTING DOWN UPON THE TRACK.

3. THE SHIELD SHOULD PREFERABLY BE PREFABRICATED AND FURNISHED WITH LIFTING HOOKS TO SIMPLFY REMOVAL.

4. THE SHIELD SHALL BE OF SUFFICIENT STRENGTH TO SPAN BETWEEN ITS SUPPORT WITHOUT BEARING UPON THE RAILS AND TO WITHSTAND DROPPING RUBBLE.

5. BEFORE REMOVAL, THE SHIELD SHALL BE CLEANED OF ALL DEBRIS AND FINE MATERIAL.

6. THE TRACK SHIELD SHALL EXTAND AT LEAST 20 FEET BEYOND THE LIMITS OF DEMOLITION TRANSVERSE TO THE EDGE OF THE BRIDGE.

ATTACKED TO THE SHIELD. REMANINIG TIMBERS SHALL BE ANCHORED.

11. DETAILS SHOWN APPLY FOR TIMBER TIES. SPECIAL DETAILS ARE REQUIRED FOR CONCRETE TIES.

THE SHIELD IE REMOVED. BLOCKING FROM THE TOP OF RAIL TO THE BOTTOM OF THE SHIELD MEY BE 7. LONGITUDINAL SUPPORT TIMBERS FOR THE SHIELD SHALL NOT EXTEND ABOVE THE TOP OF RAIL WHEN

RAIL AND TO AN ELEVATION NO HIGHRT THAN THE TOP OF RAIL. 8. FOR TRAIN PASSAGE, THE RUBBLE SHALL BE REMOVED TO A MINIMUM OF 8-6" FROM THE NEAREST

FROM THE NEAREST RAIL AND DOWN TO ORIGINAL GRADE. 9. AT THE END OF THE DAY, THE RUBBLE SHALL BE REMOVED COMPLETELY TO A MINIMUM OF 10-0"

ARE SENT THROUGH THE RAILS AND WILL BE DISRUPTED BY A SHORT BETWEEN RAILS. 10. CARE SHALL BE TAKEN TO NOT PLACE METAL ACROSS THE TRACK RAILS. RAILROAD COMMUNICATIONS

1-27-05

NONE

RGT

4-27-07TRACK SHIELD DETAIL

BR-117

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

CL TRACK4-0"(TYP.)

4-0"

(T

YP.)

CL TRACKLIMITS OF TRACK

PROTECTION (TYP.)

23-0"

MI

N.25-0"

MIN.18-0"

MIN.

DEBRIS PROTECTION(TYP.) SEE NOTE 5

BRIDGE ELEVATIONSTANDARD LIMITS OF PROTECTION FOR FRAME PROTECTION

CL TRACK

CL TRACK

21-0"

MI

N.12-0"

MIN.12-0"

MIN.

DEBRIS PROTECTION(TYP.) SEE NOTE 5

BRIDGE ELEVATIONMINIMUM LIMITS OF PROTECTION FOR FRAME PROTECTION

LIMITS OF TRACKPROTECTION (TYP.)

TOP OF RAILACCESS ROAD

TOP OF RAILACCESS ROAD *

* IF NO ACCESS ROAD, USE MIN. DIMENSION FROM OTHER SIDE OF DETAIL.

(SPECIAL PERMISSION REQUIRED, SEE NOTE 1)

1. THE STANDARD LIMITS OF PROTECTION NOTED ARE THE MIN. CLEARANCES ALLOWED WITHOUT SPECIAL PERMISSION FROM THE RAILROAD. THE REDUCED CLEARANCES NOTED MAY BE ALLOWED BY THE RAILROAD. SPECIAL PERMISSION FOR THE REDUCED CLEARANCES IS REQUIRED FROM THE RAILROAD SERVICE UNIT SUPERINTENDENT.

2. THE PROTECTION FRAME SHALL, AS A MINIMUM, MATCH THE DEMOLITION LIMITS SHOWN AND EXTEND PAST THE BRIDGE WIDTH AS SHOWN ON THE ATTACHED DEMOLITION SHEET.

3. FOR ADDITIONAL CLEARANCE AND PROTECTION INFORMATION SEE STANDARD DRAWING NO. 005104.

4. THE PROTECTION FRAME SHALL PREVENT DEMOLITION DEBRIS, DUST AND FINE MATERIAL FROM FALLING ONTO THE RAILROAD TRACKS, ACCESS ROADS OR TRAINS. THE FRAME SHALL BE DESIGNED BY THE CONTRACTOR TO SUPPORT THE ANTICIPATED DEMOLITION LOADS AND IN ACCORDANCE WITH AREMA GUIDELINES FOR DESIGN OF FALSEWORK FOR STRUCTURES OVER THE RAILROAD.

5. DEBRIS PROTECTION IS REQUIRED NEAR THE BASE OF THE SIDE SLOPES AND ADJACENT TO ROADS USED BY DEMOLITION EQUIPMENT TO PREVENT DEBRIS FROM ROLLING ONTO THE TRACK, ACCESS ROAD OR DITCH. USE TIMBERS AS REQUIRED TO STOP LARGE PIECES OF ROLLING DEBRIS.

6. ANY ACTIVITY WITHIN 25 FEET OF THE NEARAST RAIL OF A TRACK REQUIRES A FLAGMAN.

1-27-05

NONE

RGT

4-27-07 FRAME PROTECTION DETAILSBRIDGE DECK ELEVATIONS BR-118

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

NOTES:

1. SEE GENERAL NOTES ON BRIDGE ELEVATION SHEET.

2. STANDARD LIMITS OF PROTECTION ARE SHOWN. FOR MINIMUM LIMITS OF PROTECTION DIMENSIONS, SEE BRIDGE ELEVATION, MINIMUM LIMITS OF PROTECTION.

18-0"MIN.

(SEE NOTE 2)

25-0"MIN.

(SEE NOTE 2)

10-0"

10-0"ACCESS ROAD *

BRIDGE DECK

BRIDGE ELEVATIONSTANDARD LIMITS OF PROTECTION FOR FRAME PROTECTION

* IF NO ACCESS ROAD, USE MIN. DIMENSION FROM OTHER SIDE OF DETAIL.

BRIDGE DECK CROSS SECTIONSTANDARD LIMITS OF PROTECTION

TOP OF RAIL

EXTEND TO GRADE (TYP.)

LIMITS OF PROTECTION (TYP.)

10-0"MIN.

10-0"MIN.

BRIDGE DECK

1-27-05

NONE

RGT

4-27-07 FRAME PROTECTION DETAILSBRIDGE DECK CROSS SECTION BR-119

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

VIADUCT CROSS SECTIONWITH SPLASH BOARD AND FENCE

FOR SNOW REMOVAL AREAS

8

MI

N.

5

MI

N.

5

MI

N.

10

MI

N.

PEDESTRIAN WALKWAY

SPLASHBOARDFENCE

SPLASHBOARD

BARRIER

FENCE OR ORNAMENTAL RAILING

8

MI

N.

10

MI

N.

PEDESTRIAN WALKWAY

FENCE

BARRIER

VIADUCT CROSS SECTIONWITH 3-6" SOLID BARRIER AND FENCE

FOR SNOW REMOVAL AREAS

3-

6"

MI

N.

3-

6"

MI

N.


8

MI

N.

10

MI

N.

PEDESTRIAN WALKWAY

FENCE

BARRIER


VIADUCT CROSS SECTIONNO SNOW REMOVAL AREAS

BARRIER

PERPENDICULAR TO TRACKS

* FENCES, SPLASHBOARDS, OR SOLID BARRIERS IF REQUIRED SHALL EXTEND 25FT.BEYOND CENTERLINE OF OUTER MOST TRACK OR ACCESS ROADWAY.

18 MIN.20 MIN.25 MIN.

TOPOF

RAIL

BASEOF

RAIL15 MIN.

6

2

3-

8"STANDARD

"V"DITCH6

MI

N.

TOP OFSUBGRADE

ACCESSROAD

STANDARDFLAT

BOTTOMDITCH

610

MIN.

SLOPE PAVING

SLOPE PAVING

FENCE

CL CL CLACCESSROAD

FUTURETRACK

EXISTINGTRACK

BARRIER ANDSPLASHBOARD

25 MIN.*

25 MIN.*

ELEVATION

GENERALFENCE SHALL BE PROVIDED AS INDICATED ON THE CROSSSECTIONS AND ELEVATION VIEW ON BOTH SIDES OF THEVIADUCT IN ALL NEW OR MODIFIED STRUCTURES.

SPLASHBOARDS OR SOLID 3-6" HIGH BARRIER RAILSHALL BE PROVIDED AS INDICATED ON THE CROSSSECTIONS AND ELEVATION VIEW ON BOTH SIDES OF THEVIADUCT IN ALL NEW OR MODIFIED STRUCTURES WHERESNOW REMOVAL IS BEING PERFORMED.

LIGHTS ARE TO BE INSTALLED ON THE UNDERSIDE OFTHE VIADUCT WHERE SHADOWS CAST BY THE STRUCTUREWOULD INTERFERE WITH RAILROAD OPERATIONS.

SLOPE PAVING SHALL BE PROVIDED WHERE END SLOPESEQUAL TO, OR EXCEED, 2 HORIZONTAL TO 1 VERTICAL.

FALSEWORK FOR CONSTRUCTION OF OVERHEAD STRUCTURESSHALL COMPLY TO AREMA GUIDELINES.

DEMOLITION OF EXISTING OVERHEAD STRUCTURES SHALLCOMPLY TO KCSRC GUIDELINES.

TEMPORARY SHORING SHALL BE DESIGNED IN ACCORDANCEWITH KCSRC SHORING REQUIREMENTS.

APPLICANT SHALL BE RESPONSIBLE FOR IDENTIFICATIONLOCATION, AND PROTECTION OF EXISTING UTILITIES.

CONTACT KCSRCS "CALL BEFOR YOU DIG" AT LEAST 48HOURS PRIOR TO COMMENCING WORK TO DETERMINE LOCATIONOF FIBER OPTICS.

EXCEPTIONS TO THESE STANDARDS MUST BE APPROVED BYKCSRCS CHIEF ENGINEER DESIGN.

CLEARANCESMINIMUM VERTICAL CLEARANCE SHALL BE 23-6" ABOVETHE PLANE OF TOP-OF-RAILS. ADDITIONAL CLEARANCEMAY BE REQUIRED FOR CONSTRUCTION PURPOSES OR IFSAG OF VERTICAL CURVE MUST BE ADJUSTED, OR IFFUTURE TRACK RAISE FOR FLOOD CONSIDERATIONS ORMAINTENANCE IS PROBABLE.

MINIMUM HORIZONTAL CLEARANCES, MEASURED AT RIGHTANGLE FROM CENTERLINE OF TRACK, SHALL BE AS SHOWNIN ELEVATION VIEW.

MINIMUM CONSTRUCTION CLEARANCES SHALL BE 21 FEETVERTICAL ABOVE THE PLANE OF TOP-OF-RAILS AND 12FEET HORIZONTAL AT RIGHT ANGLE FROM CENTERLINE OFTRACK.

FUTURE TRACKSSPACE IS TO BE PROVIDED FOR ONE OR MORE FUTURETRACKS AS REQUIRED FOR LONG RANGE PLANNING OR OTHEROPERATING REQUIREMENTS. WHERE PROVISION IS MADE FORMORE THAN TWO TRACKS, SPACE IS TO BE PROVIDED FORACCESS ROAD ON BOTH SIDES OF TRACK.

PIERSPIER PROTECTION WALLS SHALL BE PROVIDED INACCORDANCE WITH AREMA, CHAPTER 8, PART 2.1.5FOR PIERS WITHIN 25 FEET OF THE CENTERLINE OF TRACK.

TOP OF FOOTINGS WITHIN 25 FT. FROM CENTERLINE OFTRACK SHALL BE A MINIMUM OF 6 FEET BELOW BASE OFRAIL AND A MINIMUM OF 1 FOOT BELOW FLOW LINE OFDITCH.

DRAINAGEDRAINAGE FROM THE OVERPASS SHALL BE DIVERTED AWAYFROM KCSRCS TRACKS AND NOT DISCHARGED ONTO THETRACKS OF ROADBED.

A STANDARD "V" SHAPED OR FLAT-BOTTOM DITCH SHALLBE PROVIDED ON EACH SIDE OF THE TRACKS AS NECESSARY.CULVERTS MAY BE INSTALLED ON OPPOSITE SIDE OFCOLUMN FROM TRACK IN LIEU OF STANDARD RAILROADDITCHES WHEN APPROVED BY CHIEF ENGINEER DESIGN.MAINTENANCE OF CULVERTS IS TO BE AT APPLICANTSEXPENSE.

23-

6"

MI

N.

1-27-05

NONE

RGT

4-27-07BARRIERS AND CLEARANCES TO BE

PROVIDED AT HIGHWAY, STREET ANDPEDESTRAIN OVERPASSES BR-120

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

BARRIER

BARRIER WITH FENCENO SCALE

PIPE POST

CHAIN LINKFENCE

3-

6"

MI

N.

10-

0"

FENCE FOR WALKWAYSNO SCALE

BARRIER

NO SCALE

10-

0"

BARRIER

NO SCALE

5-

0"

MI

N.

BARRIER WITH SPLASHBOARD

SPLASHBOARD

5-

0"

MI

N.

SPLASHBOARD

CHAIN LINKFENCE

TOP RAIL

BOTTOM RAIL

LINE POST

BARRIER WITH SPLASHBOARDAND FENCE

3-

2

"

8-

0"

3-2"

CHAIN LINKFENCE

PIPE POST

HANDRAIL

R =

3-0"

1-27-05

NONE

RGT

4-27-07BARRIERS, FENCES AND SPLASHBOARDSTO BE PROVIDED AT HIGHWAY, STREET

AND PEDESTRAIN OVERPASSES BR-121

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

SAMPLEEXCAVATION

ZO

NE

B

SH

ORIN

G

ZO

NE

B

SH

ORIN

G

3650mm (12-0")MAIN LINE ANDBRANCH TRACK

INDUSTRY TRACK

3810mm (12-6") (BRANCH LINE TRACK)3500mm (11-6") OR TO EDGE OF EXIST.

SUBGRADE (INDUSTRY TRACK)

ZO

NE

C

SH

ORIN

G

ZO

NE

C

ONLY VERTICAL SHORING WILL BE PERMITTED FOR EXCAVATION IN

THIS ZONE, (NO SLOPING

CUTS.)

GROUND LINE

C

OF

TR

AC

KL

TIE LENGTH

q = 80,000 lbs

(5 FEET)(8.5 FEET)

PRESSURE DISTRIBUTION FOR STRIP LOAD

(AREMA FIGURE 8.20-2)

TIE LENGTH =

8-6"

s

hs

h

SHORING PER OSHA

21

BASE OF RAIL

(7-9")

1.5

1

ZONE A SHORING

q(psf)

450mm

(135

-0")

2360mm

q(psf)

4570mm (15-0") (MAIN LINE TRACK)

80,000 lbs

(5 FEET)(8.5 FEET)80,000 lbs

(5 FEET)(8.5 FEET)

SAMPLEEXCAVATION

ZO

NE

B

SH

ORIN

G

ZO

NE

B

SH

ORIN

G

3650mm (12-0")MAIN LINE ANDBRANCH TRACK

INDUSTRY TRACK

3810mm (12-6") (BRANCH LINE TRACK)3500mm (11-6") OR TO EDGE OF EXIST.

SUBGRADE (INDUSTRY TRACK)

ZO

NE

C

SH

ORIN

G

ZONE B

ZO

NE

C

ALL SHORING TO COMPLYWITH OSHA REQUIREMENTS

SHORING MUST BEDESIGNED FOR RAILROADLIVE LOAD SURCHARGEIN ADDITION TO OSHASTANDARDS FOR EXCAVATION.APPLICABLE RAILROADLIVE LOAD;COOPER E80

GROUND LINE

C

OF

TR

AC

KL

TIE LENGTH

q = 80,000 lbs

(5 FEET)(8.5 FEET)

PRESSURE DISTRIBUTION FOR STRIP LOAD

(AREMA FIGURE 8.20-2)

TIE LENGTH =

8-6"

s

hs

h

SHORING PER OSHA

21

BASE OF RAIL

(7-9")

1.5

1

ZONE A SHORING

q(psf)

450mm

(135

-0")

2360mm

q(psf)

4570mm (15-0") (MAIN LINE TRACK)

80,000 lbs

(5 FEET)(8.5 FEET)80,000 lbs

(5 FEET)(8.5 FEET)

TRACK PROTECTION SHORING:

ALL DIMENSIONS ARE MEASURED PERPENDICULAR TO C OF TRACK.

PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL SUBMIT

FOR APPROVAL BY THE RAILROAD ENGINEER, DETAILED PLANS INDICATING

THE NATURE AND EXTENT OF THE TRACK PROTECTION SHORING PROPOSED.

THE CONTRACTOR SHALL PROVIDE AND INSTALL TRACK PROTECTION SHORING

BEFORE COMMENCING EXCAVATION.

SHORING WITHIN ZONE A SHALL BE DESIGNED FOR COOPER E80 LIVE

LOAD SURCHARGE, IN ADDITION TO ALL OTHER APPLICABLE LOADS. THE

RAILROAD MAY IMPOSE MORE STRINGENT REQUIREMENTS AS CONDITIONSWARRANT.

FOR EXCAVATIONS WHICH ENCROACH INTO RAILROAD LIVE LOAD SURCHARGE

ZONE A, SHORING PLANS WILL BE ACCOMPANIED BY A COPY OF DESIGN

CALCULATIONS, AND BOTH MUST BE STAMPED BY A REGISTERED PROFESSIONAL

ENGINEER IN THE APPLICABLE STATE.

THE PRESSURE AT A GIVEN POINT OF A CONTINUOUS STRIP OF SURCHARGE LOAD

q(psf) PARALLEL TO SHORING SHALL BE COMPUTED IN ACCORDANCE WITH AREMASECTION 8.20.3.

L

NO EXCAVATION

2150mm (7-0")

EXCAVATION PERMITTED

a

b

b

/2

NO EXCAVATION

2150mm (7-0")

EXCAVATION PERMITTED

ZONE A

a

b

b

/2

1-27-05

NONE

RGT

4-27-07GENERAL SHORING REQUIREMENTS

BR-122

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

20-0" 10-0"

50-0"

LIMIT OFPROTECTEDSTRUCTURE

LIMIT OFPROTECTEDSTRUCTURE

11"FLANGEWAY

P.

C.

GENERAL ARRANGEMENT

CUT RAIL BASE AT POINT END OF GUARD

2-2"

1"

2ND HAND INSULATED JOINT

HOOK TWIN PLATES

1"

5"

12"

TOP OF TIE

DEPRESSED RAIL HEAD DETAIL

INSTALLATION

CUT AWAY WEBAND BASE AND BEND

HEAD DOWN BELOWTOP OF TIE.

NOTES:

BE OF THE SAME RAIL SECTION AS THERUNNING RAILS BUT MUST NOT BE MORETHAN 23 LBS. LIGHTER THAN THERUNNING RAILS.

70 LBS. SHALL BE USED.

TIE PLATED WITH SECOND HAND TIEPLATES, WHERE CLEARANCES PREVENTSTHE USE OF TIE PLATES, HOOK TWINPLATES CAN BE USED IN GUARD RAILCONVERGENCE AREA.

RUNNING RAIL PLATES AND THE GUARDRAIL PLATES MUST NOT BE LESS THAN 1".

CANT THE GUARD RAIL OUTWARD TOWARDTHE RUNNING RAIL. WHEN SINGLE SHOULDERFLAT GUARD RAIL PLATES ARE USED,INSTALL THE PLATES WITH THE SHOULDERSON THE INSIDE TOWARD THE CENTER OF THETRACK.

THEIR FULL LENGTH WITH 2 SPIKES PERTIE. WHERE NECESSARY, PARTICULARLY ONCURVES, DOUBLE SPIKE GUARD RAIL BOTHINSIDE AND OUT.

BOLTED AND WHEN AVAILABLE, SECOND HANDJOINTS SHOULD BE USED.

REFERS TO POSTS, COLUMNS, BENTS,PIERS, ABUTMENTS, ETC. SUPPORTINGBRIDGES, VIADUCTS, ETC. OVER ORADJACENT TO THE TRACK.

GRADE SEPARATION STRUCTURES:DOUBLE INSIDE GUARD RAILS ARE TO BEINSTALLED ON ALL F.R.A. CLASS 4 AND 5TRACK WHERE HORIZONTAL CLEARANCES ONBOTH SIDES ARE LESS THAN 18 FEET FROMTHE CENTERLINE OF TRACK TO A SUPPORTINGMEMBER. CLASS 2 CARRYING MORE THAN 20M.G.T. TRAFFIC AND ALL CLASS 3 TRACK SHALLHAVE DOUBLE INSIDE GUARD RAILS INSTALLEDWHERE HORIZONTAL CLEARANCE ON BOTH SIDESIS LESS THAN 12-6" FROM THE CENTERLINE OFTRACK TO A STRUCTURE SUPPORTING MEMBER.

BRIDGES LOCATED ON CLASS 3, 4, AND 5 TRACK,ALONG WITH BRIDGES LOCATED ON CLASS 2 TRACKWITH OVER 20 M.G.T.

DOUBLE INSIDE GUARD RAILS ARE TO BE INSTALLEDON:ALL THROUGH OR DECK TRUSSES AND THROUGH PLATEGIRDER SPANS.ALL BRIDGES THAT ARE 40 FEET OR HIGHER AND150 FEET IN LENGTH, AND ON ALL BRIDGES 30 FEETOR MORE IN LENGTH WHERE CURVATURE EXCEEDS 5DEGREES; UNLESS EXCEPTION IS APPROVED BY CHIEFENGINEER.

15-0"INSULATED JOINT

10-0" 10-0"

18"FLANGWAY

14"FLANGWAY

11"FLANGWAY

1-27-05

NONE

RGT

4-27-07DOUBLE INSIDE GUARDRAIL

BR-123

NOTE 1: *

1. S/H BOLTED RAIL FROG POINTS AREPREFERRED TO USE IN THIS INSTALLATION

FROM SECOND HAND RAIL AND MAY

IF AVAILABLE.

2. INSIDE GUARD RAILS SHALL BE MADE

3. NO INSIDE GUARD RAIL LIGHTER THAN

4. INSIDE GUARD RAILS ARE TO BE FULLY

5. MINIMUM CLEARANCE BETWEEN THE

6. INSTALL GUARD RAIL PLATES SO AS TO

7. INSIDE GUARD RAILS TO BE SPIKED TO

8. ALL GUARD RAIL JOINTS TO BE FULLY

10. GRADE SEPARATION SUPPORTING MEMBER

9. GUARD RAIL TO BE LAID WITH FULLRAIL (NO JOINTS) IN THE CURVEDPOSITION.

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

NOTES:1) USE 6 PILE BENT WHERE H EXCEEDS 37 FEET. 2) ALL TIMBER & PILES TO BE CREOSOTED. 12# TIES, 16#/in2 PILES.

4) HEIGHT, H, IS DISTANCE BASE OF RAIL TO GROUND.5) TOPS OF PILES SHALL NOT BE CHAMFERED.6) AFTER CUT-OFF, TOP OF PILE SHALL BE PROTECTED WITH PILE PADS.7) TOWER BRACING TO BE PREFERABLY PLACED ON PILES 1 & 5.

4X10X19

6X6X16

4X10X19

6X6X16

I-PL 3 1/2" X 1/2" X 2-6"CAP STRAP CS 1

6X8X30

BRACING IN BOTTOM PANEL

17

18

18

19

20

19

19

20

21

22

22

24

23

X BRACESCBAH

9-0"4-6"27

4-10"

5-0"4-11"

3332

31

4-7"

4-8"

4-9"30

29

28

9-8"

10-0"9-10"

9-2"

9-4"

9-6"

4-2"23

4-4"

4-5"

4-3"

26

25

24

4-0"

4-1"22

21

8-4"

8-8"

8-10"

8-6"

8-0"

8-2"

AT GROUND LINE

SASH

21

22

2322

21

21

22

OMIT

OMIT

19

20

20

20

WHERE BRACING IS OMITTED USE CUP STRAP CS1 FASTEN CAPS TO PILES1 & 5.

20" BOLTS

EVERTIGHT WASHER

NUT

EVERTHIGHT WASHER

34 10-2"5-1"

35 10-4"5-2"

36 10-6"5-3"

37 10-8"5-4"

SPACING OF PILES

4-9"

5-4"

5-2"

5-3"

5-1"

4-11"

5-0"

4-10"

4-3"

4-6"

4-8"

4-7"

4-4"

4-5"

4-1"

4-2"

4-0"

25

26

26

27

OMIT

OMIT

19

19

HEIGHTS 21 FT TO 37 FT INCLUSIVE

SPACING OF PILES AT GROUND LINE

13 3-4"

20 3-11"

18

19

17

3-9"

3-10"

3-8"

1516

14

3-6"3-7"

3-5"

7 2-10"

10 3-1"

12

11

3-3"

3-2"

8

9

2-11"

3-0"

5

6

4

2-8"

2-9"

2-7"

HA

186-8"

237-10"

7-6"

7-8"

7-4"

22

23

21

7-0"7-2"

6-10"1920

18

OMIT5-8"

166-2"

6-6"

6-4"

17

16

5-10"

6-0"

15

15

5-4"

5-6"

5-2"

OMIT

OMIT

OMIT

B C X BRACES

HEIGHTS 20 FT OR LESS

3-4"

3-11"

3-9"

3-10"

3-8"

3-6"3-7"

3-5"

2-10"

3-1"

3-3"

3-2"

2-11"

3-0"

2-8"

2-9"

2-7"

HEIGHTS 21 TO 37 INCLUSIVE

HEIGHTS 20 OR LESS

B A B

TYPICAL BOLT ASSEMBLY

A

BASE OF RAIL

4X10X19

4X8X19

6X8X30

2-4x10

P/S CONC. CAP TIMBER CAP2-6"2-6" 2-6"2-6"2-6"2-6"2-6" 2-6"

(14X15X14 P/S CONC. CAP)(14X14X14 TIMBER CAP- OPTIONAL)

4x10

4x10x10-6"

4x10x20

3x10

16" bolts

18" BOLTS

A2

22" BOLTS

24" BOLTS

19" BOLTS

19" BOLTS

PILE CUT OFF

A2

BOLT THROUGH

BOLT THROUGH34"x19" BOLT W/WASHER & SPRING

(ADD) EVERTIGHT SPRING

6x6x16

1 3/4"

2"

26"

3-1/2"

CC

B BAA

CC

H= 37 MAX.

H=21 MIN.

13-0"

14-0" 14-0" 14-0"

1-11 1/2" 3-1 1/2" 3-1 1/4"

H=20 MAX.

1-27-05

NONE

RGT

4-27-07 STANDARD PILE TRESTLE5 PILE BENTS & BRACING BR-124

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

NUT

EVERTIGHT WASHER

EVERTIGHT WASHER

NOTES:1) USE 5 PILE BENT WHERE H= 37 FEET OR LESS. CONSULT WITH BRIDGE ENGINEER FOR DETAILS OF BENTS EXCEEDIND 50 IN HEIGHT.2) ALL TIMBER & PILES TO BE CREOSOTEDS. 12#/in 2 TIES 16# /in 2 PILES

4) HEIGHT, H, IS DISTANCE BASE OF RAIL TO GROUND.5) TOPS OFPILES SHALL NOT BE CHAMFERED.6) AFTER CUT-OFF, TOP OF PILE SHALL BE PROTECTED WITH PILE PADS.7) TOWER BRACING TO BE PREFERABLY PLACED ON PILS2 & 5 OR 1 & 6.

CAP STRAP CS 1I-PL 3 1/2" X 1/2" X 2-6"

BDDB

HEIGHTS 38 TO 50 INCLUSIVE

20" BOLTS

22" BOLTS

3-1 1/4"

PILE CUT OFF

38

39

40

41

42

43

44

45

46

47

48

4950

HA

5-10"5-10"

5-8"

5-8"

5-6"

5-6"

5-2"

5-4"

5-4"

5-2"

5-0"

5-0"

4-10"

B

3-11"4-0"

3-11"

3-10"

3-10"

3-9"

3-7"

3-8"

3-9"

3-8"

3-7"

3-6"

3-6"

C

5-10"5-11"

5-9"

5-8"

5-7"

5-6"

5-2"

5-4"

5-5"

5-3"

5-1"

5-0"

4-11"

D

2-11"

2-11"

2-10"

2-10"

2-9"

2-9"

2-7"

2-8"

2-8"

2-7"

2-6"

2-6"

2-5"

E

6-10"6-11"

6-9"

6-8"

6-7"

6-6"

6-2"

6-4"

6-5"

6-3"

6-1"

6-0"

5-11"

F

12-8"12-10"

12-6"

12-4"

12-2"

12-0"

11-4"

11-8"

11-10"

11-6"

11-2"

11-0"

10-10"

X BRACES

3030

29

28

28

27

24

26

26

25

24

24

23

SASH

27

27

26

26

26

26

24

25

25

24

24

OMIT

OMIT

BOTTOM PANELBRACING IN SPACING OF PILES

BASE OF RAIL

4X10-19

6X6-16

4X10-19

6X6X16

6X6X16

4X10-19

4X10-19

4X10-19

2-4X10

4X10

2-4X10-20

4X10-22

2-4X10-16

4X10-20

22" BOLTS

P/S CONC. CAP TIMBER CAP

22" BOLTS

(14X14X14 TIMBER CAP- OPTIONAL)

(14X15X14 P/S CONC. CAP)(AREMA TYPE, KCS STANDARD)

20" BOLTS

22" BOLTS

222 2 2

TYPICAL BOLT ASSEMBLY

AT GROUND LINE

4x10

SPRING

6X6-16

26"

2"

3 1/2"1 3/4"

14-0"14-0" 14-0"

C

A

C

E E

F F

13-0"

13-0"

1-11 1/2"3-1 1/2"

H-38 MIN.

H-50 MAX.

1-27-05

NONE

RGT

4-27-07 STANDARD PILE TRESTLE6 PILE BENTS & BRACING BR-125

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

TYPE ITYPE II

TYPE IIIUSE 6 PILE BENTS WHERE "S" = 11-0" OR 12-0"USE 5 PILE BENTS ON ALL OTHERSELEVATION OF BRIDGES

TYPE I TYPE II

TYPE III

DETAILS OF RAIL GIRDERS

7 PLY RAIL GIRDER

5 PLY RAIL GIRDER

PLATES P1 & P2

HALF SECTIONBETWEEN SUPPORTS

HALF SECTIONAT SUPPORTS



FRAMING DETAIL- CAP C4

FRAMING DETAIL- CAP C5

RODS R1, R2 & R3



SECTIONS THRU BRIDGE- 7 PLY GIRDERS

ANCHOR ANGLE A2

FRAMING DETAIL- TIES T3 TO T8ANCHOR ANGLE A5

SIMILAR FOR 5 PLY GIRDERS

WASHER W1

WASHER W2

DETAILS OF BENTS

HALF ELEVATION -6 PILE BENT 5 PILE BENT

14X14X14 CAP- SIZED TO 13 3/4" X 13 3/4"

I - L5X3X3/8X 4"

HALF ELEVATION

4 EA. 3/4 X 11" LAG SCREWS WITH WASHER W2

5/16"

1/4"

2"13/16"

2"15/16"

14X14S4S TO 13 3/4" X13 3/4"

C4C5

A2 A2

8"

3/4"

X 18" BOLTS

3/4" X 16" BOLTS1-0"

2-6"2-6"2-0"2-0"

3"

1 3/4"

5"

3 1/4"

2"

9 5/8"

8 7/8"

5 7/8"

9 5/8"

8 7/8"

5 7/8"

T7 & T8

T5 & T6

T3 & T4

7/8" HOLES IN TIES T3, T5 & T7 ONLY

10-0"

2- 2"2-10"2- 2"T7 = 1-5"

2- 1/2"2-11 1/2"2-1/2"T5 = 1-5 3/4"

1-6 1/2"3-5 1/2"1-6 1/2"T3 = 1-8 3/4"

5-02-6"

"D"

5-0" C/C GIRDERS

2-6"2-6"

4 1/2" X8" GD. TBR.SIZED TO 4" X 7 3/4"3/4" X 10" MACH. BOLTS

WITH 1 MAN. WASHER

SECURITY LOCK NUTS

SECURITY

ANGLE A5

ANGLE A5

ANGLE

8"X8"X10 TIESIZED TO

7 3/4" X 7 3/4"SPACED 1 CENTERS

13/16" X 2" SLOT

HOLE

4"

1 3/4"

3"13/16" HOLES

2"11"2"

7 3/4"

7/8" HOLES IN TIES T3, T5 & T7 ONLY

7 3/4"7 1/4"

2 HEX. NUTS

R3 = 19"

R2 = 25"R1 = 27"

7/8" 4"THREAD3"

4-0"4-0"

3/4" STAGGERED LAG SCREW WITH MALL

WASHER IN ALL TIES

TOP OF CAP

13 3/4"

14-0"

2-0"2-0"2-0"1-0" 1-0"

2-0"

13/16" HOLES

13/16" HOLES TOP OF CAP

8"

14-0"

2-6"2-6"2-6"2-6"

13 3/4"

1/2"

"C"

1-1"

1" HOLE IN RAILS

PLATE P2

HEX. NUT

ROD R3WASHER W1

"C"

1-4"1/2"

1" HOLE IN RAILS

PLATE P1

HEX. NUT

ROD R1 OR R2WASHER W1

NOTE:RAILS SHOWN DOTTED TO BE SHIPPED INDEPENDENTLY AND ASSEMBLED IN FIELD

"A"

3 3/4"

"B"

3"

P2 = 1-11"

1 1/2" P1 =2-5" 1 1/2"

6"

3"

"L"

"L""L"

7"1/2 "S"1/2 "S"7"

1 1/8"

HOLES

7" 1/2 "S" 1/2 "S" 1/2 "S" 1/2 "S" 1/2 "S" 1/2 "S" 7"

7/8"

RODS

7" 1/2 "S" 1/2 "S" 1/2 "S" 1/2 "S" 7"

7/8"

RODS7/8"

RODS

6"6"

6"6"

6"6"

6"6"

6"6"

6"6"

6"6"

6"6"

P1 OR P2P1 OR P2 P1 OR P2 P1 OR P2

P1 OR P2P1 OR P2P1 OR P2P1 OR P2

6"6"

BASE OFRAIL

BASE OFRAIL

CONCRETE BACK WALLSCONCRETE BACK WALLS

GROUNDGROUNDGROUND

"L"

7""S""S""S"7"

"L"

7""S""S"7"7""S"7"

"L"

A5

LOCK NUTS

OR BOLT THROUGH CONC. CAP

1-27-05

NONE

RGT

4-27-07 STANDARD RAIL GIRDERSON PILE BENTS BR-126

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

ELEVATIONLC

1 1/2:

1

NO SCALE

5 OR 6 PILE BENTS

BACKWALL

5 PILE BENT

DRIVE SCREWS EVERY TIE DRIVE SCREWS IN EVERY OTHER TIE

A1

8X16X14-0"8X16X28-0"

8X16X28-0"

PLAN

NOTES:1) ALL TIMBER SHALL BE CRESOTED. (#16)2) CREOSOTED TIMBERS SHALL BE HANDLED CAREFULLY TO AVOID DAMAGE TO SURFACE FIBERS. WHERE TIMBERS HAVE BEEN BRUISED OR SPLINTERED IN HANDLING, THE DAMAGE PORTION SHALL BE GIVEN A COAT OF HOT PRESERVATIVE. WHERE TIMBERS HAVE BEEN IMPROPERLY BORED, OR SPIKES REMOVED, HOLES SHALL BE PLUGGED AND SEALED WITH HOT PRESERVATIVE.3) FIELD BOLT HOLES AND CUTS TO BE TREATED WITH HOT PRESERVATIVE.

A1

HARDWARETIMBER

STRINGERS

1

2

3

4

1

8

0

8

8

0

0

8

8

12

4

14

28

42

56

14

2

4

6

8

2

30

58

86

114

28

8

16

24

32

8

8

16

24

32

8

8

12

16

20

4

16

32

48

64

16

4

6

8

10

2

176

304

431

559

1:29

8 X 16

SIE TO 15 3/4"

LENGTH

14-0" 28-0"

TOTAL WEIGHT

LBS.

AMOUNT TO ADD FOR EACH ADDITIONAL PANEL

5 X 8 GUARD TIMBER

TIES 7 X 8 X 10

DRIVE SCREWS 3/4" X 11"WITH WASHER HEAD & SQ. HD.

BOLTS

1 SPRING. WASHER

SECTION A-A

ANCHOR ANGLE A1

1 L3 1/2X3 1/2X3/8X2-2 1/2"

A

A

1 MALL. WASHER1-SPRING

A1 A1

CL

DRIVE SCREWS3/4" X 11"

BRIDGE

PILE CUT OFF

14X15X14 ( KCS STANDARD) P/S CONC. CAP

TIE

S - 8

X8

X10

SISIE

TO 7

3/

4X 7 3/

4

GD.T

BR.

4X8

X14

SISIE

TO 3

3/

4"

X 7 3/

4"

S

Q.

HD.

DRIV

E

SC

RE

WS

5/

8"

X 9"

SQ.

HD

DRIV

E

SC

RE

WS

3/

4"

X 11"

W/

HE

AV

Y

NU

TS

W/

HE

AV

Y

SQ.

NU

TS

BO

LTS

AN

CH

OR

LS

A1

TIMBER

CAP

TIMBER

CAP

CONC. CAP

TIMBER

CAP

CONC. CAP

CONC. CAP

(14X14X14 TIMBER CAP OPTIONAL)

NO.

OF

PA

NE

LS

MATERIAL FOR DECK

CL CL

1-2"

2 1/4"

SP

RIN

GS

FO

R

3/

4"

BO

LTS

16

32

48

64

16

6"13 @ 1-0" = 13-0"

7 3/4"

9"9"

4"

13@ 1-0" = 13-0"6" TIE SPACING

9"

INTERMEDIATE PANEL 14-0" END PANEL 13-5"

1-9"4-0"

3 1/4"

2"

2"

6 3/4"

7 3/4"

7 1/2"

1 3/4"

2-8"

1-2"

2-8"

3 1/2"

6 3/4"

7 3/4"

1-3 3/4"

1-1 3/4"

1-11 1/2" 2-0 3/4"

1-3"

3-1 1/4" 3-2 3/4"

5-0" 5-0"

ITE

M

No.

-

ITE

M

No.

-

ITE

M

No.

-

ITE

M

No.

-

ITE

M

No.

-

ITE

M

No.

-

ITE

M

No.

-

ITE

M

No.

-

ITE

M

No.

-

1-27-05

NONE

RGT

4-27-07 DECK FOR CREOSOTED PILE & FRAMETRESTLE, 14 PANELS BR-127

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

12-

0"

BA

TT

ER

1 IN

12

NO SCALE

SECTION

4-81/2"

CL

TIES 8"X8"X10-0"

14"

2-3"1-9"

4-21/2"

3-71/2"

2-3" 1-9"

BA

TT

ER

2

IN

12PLAN

8"X16"X28-0"

STRINGERS

3/4"X11" DRIVE SCREW

3/4"X36" BOLTS

3/4"X22" BOLTS

34" x 11" SQ. HD.DRIVE SCREWS

5"X8 GUARD RAIL

5"X8" GUARD RAIL

3/4"X36" BOLT

14"X14"X14-0" CAP

4"X10" SWAY BRACESB

AT

TE

R

2

IN

12

BA

TT

ER

1 IN

12

4"X10" SASH BRACE

3/4" BOLTS

7"x8"X14 WALKWAY TIE

8X10 LONGITUDE BRACE

34"x19" DRIFT PIN

8X10 LONGITUDE BRACE

4"x4"x24" CAP ANCHOR ANGLE

NOTES: 4" x 10" x 16-0" SWAY BRACE

8" x 8" x 10-0" BRIDGE TIE

ITEM NUMBERITEM DESCRIPTION

5" x 8" x 20-0" GUARD RAIL

QUANTITY

-

-

-

8" x 10" x 16-0" LONGITUDE BRACE

14" x 14" x 14-0" CAP

-

-

-

-

-

-

-

-

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

7" x 8" x 14-0" WALKWAY TIE

" x 36" STRINGER BOLTS W/MALLEABLE IRON WASHERS AND NUTS

" x 11" SQ HEAD DRIVE SCREWS

" x 22" CAP BOLTS W/NUT AND 3" MALLEABLE IRON WASHERS

4" x 4" x 24" CAP ANCHOR ANGLE

8" x 16" x 28-0" STRINGERS

1-27-05

NONE

RGT

4-27-07 TIMBER PILE TRESTLETYPICAL COMPONENTS BR-128

ALL STRINGER AND DECK BOLTS ARE EQUIPPED WITH EVER TIGHT WASHER ANDSPRING ASSEMBLIES, ALL SWAY BRACE AND GRIT BOLTS EQUIPPED WITH FLATWASHERS. SUPERELEVATION ON CURVES IS ATTAINED BY INCLINING EACH CAPTHE REQUIRED AMOUNT. TIES AND TIE SPACERS ARE TO BE TREATED WITHARBAN FIRE RETARDANT.

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

YEAR AND MONTH THE RAIL

WAS ROLLED. THE FOUR LINES

INDICATE APRIL, THE 4TH MONTH.

MANUFACTURER

CONTROLLED COOLED

RAIL SECTION

WEIGHT OF RAIL PER YARD

HEARTH NUMBER

HEAT NUMBER

INGOT NUMBER

HEAD HARDENED

END HARDENED

133

RE

CC

CF81

1975 IIII

CH

2

0816

A12

HH

RAIL BRANDING AND STAMPING IDENTIFIES RAIL USING A UNIQUE IDENTIFICATION SYSTEM. RAIL MANUFACTURERS FORM THE MARKINGS INTO THE RAIL DURING THE MANUFACTURING PROCESS. CHECK RAIL BRANDING AND STAMPING TO DETERMINE THE TYPE OF RAIL BEFORE WELDING.BRANDING APPEARS AS RAISED LETTERING ON THE RAIL WEB AND IDENTIFIES THE RAIL WEIGHT AND SECTION, MANUFACTURER NAME, AND THE YEAR AND MONTH ROLLED.RAIL STAMPINGS ARE IMPRINTED CHARACTERS ON THE WEB OPPOSITE THE BRANDING SIDE.

3-6-02

NONE

DLL

4-27-07RAIL IDENTIFICATION

RA-101

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

NOTES:

1) BEVEL RAIL END AT 116" X 18" ACROSS TOP OF HEAD AND TAPER THE BEVEL ALONG THE SIDE OF HEAD AS ILLUSTRATED.

2) CHAMFER BOLT HOLES ON BOTH SIDES IN ORDER TO ELIMINATE SHARP EDGES AND TO PRODUCE 18" CURVED SURFACES AS ILLUSTRATED.

SIDE ELEVATION

SECTION SHOWING RAIL END BEVEL SECTION SHOWING

BOLT HOLE CHAMFER

END ELEVATION

CHAMFER DETAIL

18" R

116"

18"

4-21-06

NONE

DLL

4-27-07BEVELING & CHAMFERING

RA-102

G2

C

E

E1

A

H

M

K

L

K1

> BOLT

HOLESN

P

ST

GAGE

LINE

"

G1

D> RADIUS

> FISHING

F

T1

S1S2

R

01O

O2

B1 B1

B

G

U1

U

RAIL SECTION

V W X

M

N

WIDTH AT

GAGE LINE

DRILLING

1-4-06

NONE

RGT

4-27-07 RAIL SECTIONSSHEET No. 1 of 7 RA-103

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

BN 6 3 2 1 3 1 4 1 3 1 10 1 3 20 8 3 6 6136 27 1:4 1:4 1:40

6 3 2 1fi 3 1 4 1 3 1 14 1 3 20 8 3 6 627 1:4 1:4 1:40136

6 3 - - 3 1 4 1 3 1 14 1 3 20 8 3 6 627 1:4 1:4 1:40136RE

6 3 2 1fi 3 1 4 1 3 1 14 1 3 20 8 3 6 627 1:4 1:4 1:40136RE

6 3 2 1fl 3 1 4 1 3 1 10 1 3 16 8 3 6 637 1:4 1:4 1:40132RE

CF&D

6 3 2 1fl 3 1 4 1 3 1 10 1 3 16 8 3 6 637 1:4 1:4 1:40132RE

6 3 2 1fl 3 1 4 1 3 1 10 1 3 16 8 3 6 637 1:4 1:4 1:40132RE

6 3 2 1fl 3 1 4 1 3 1 10 1 3 16 8 3 6 637 1:4 1:4 1:40132RE

6 3 2 1fl 3 1 4 1 3 1 10 1 3 16 8 2 6 637 1:4 1:4 1:40132RE

6 3 2 1fl 4 1 4 - 1 3 1 14 1 3 - 23 10 6 -37 1:4 1:4 1:40132RE

6 3 2 1fl 4 1 4 - 1 3 1 14 1 3 - 23 10 6 -37 1:4 1:4 1:40132RE

6 3 2 1fl 4 1 4 - 1 3 14 1 3 - 23 10 6 637 1:4 1:4 1:40132RE

6 3 2 1fl 4 1 4 - 1 3 1 14 1 3 - 23 10 6 -37 1:4 1:4 1:40132RE

6 3 2 1fl 4 1 4 - 1 3 1 14 1 3 - 23 10 6 -37 1:4 1:4 1:40132RE

1

6 3 2 3 1 3 - 1 3 1 14 - 3 - 14 - 5 -26 1:4 1:4 1:16130RE 1 2

2

2

2

2

2

6 3 - 3 1 3 - 1 2 1 14 - 3 - 14 - 5 -26 1:4 1:4 1:16130RE - 2

5 2 3 3 1 3 - 2 2 1 12 - 2 - 16 - 7 -36130 1 2PENNA 14 18 VERT

6 3 2 3 1 4 - 1 3 1 14 - 3 1 - 14 - 6 627129 1 21:40TR 1:4 1:4

5 2 2 3 1 3 1 2 1 14 1 3 14 3 6 626119 1 31:401:4 1:4CF&D

5 2 - 3 1 3 - 1 2 1 14 1 3 - 14 3 6 626119 - 31:401:4 1:4RE

ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED

RAIL SECTION

LBS PER YDTYPE A B B1 C D E E1 F G G1 G2 H K K1 L M N O O1 O2 P R S S1 S2 T T1 U U1 V W X

1-4-06

NONE

RGT

4-27-07 CHART 1 FOR RAIL SECTIONSSHEET No. 2 of 7 RA-104

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

6RE 5 2 2 2 1 3 1 3 1 2 1 10 1 3 3 14 3 3 6 6115 1:4 1:4 1:40

6RE 5 2 2 2 1 3 1 3 1 2 1 10 1 3 3 14 3 3 6 6115 1:4 1:4 1:40

6RE 5 2 2 2 1 3 1 3 1 2 1 10 1 3 3 14 3 3 6 6115 1:4 1:4 1:40

6RE 5 2 2 2 1 3 1 3 1 2 1 10 1 3 3 14 3 3 6 6115 1:4 1:4 1:40

6RE 5 2 2 2 1 3 1 3 1 2 1 10 1 3 3 14 3 2 2 2115 1:4 1:4 1:40

6RE 5 2 2 2 1 3 1 3 1 2 1 10 1 3 3 14 3 2 6 -115 1:4 1:4 1:40

6RE 5 2 2 2 1 3 1 3 1 2 1 10 1 3 3 14 3 3 6 6115 1:4 1:4 1:40

6RE 5 2 2 2 1 3 1 3 - 1 2 1 14 1 3 - 23 10 2 6 -112 1:4 1:4 1:40

6RE 5 2 2 2 1 3 1 3 - 1 2 1 14 1 3 - 23 10 2 6 6112 1:4 1:4 1:40

6RE 5 2 2 2 1 3 1 3 - 1 2 1 14 1 3 - 23 10 2 6 -112 1:4 1:4 1:40

6RE 5 2 2 2 1 3 1 3 - 1 2 1 14 1 3 - 23 10 3 6 6112 1:4 1:4 1:40

6RE 5 2 2 2 1 3 1 3 - 1 2 1 14 1 3 - 23 10 2 6 -112 1:4 1:4 1:40

6HF 5 2 2 2 1 3 1 3 - 1 2 1 14 - - - - 23 10 2 6 -112 1:4 1:4

6RE 5 2 2 2 1 3 1 3 - 1 2 1 24 1 3 - 23 10 2 5 -112 1:4 1:4 1:40

6RE 5 2 2 2 1 3 1 3 - 1 2 1 14 1 3 - 23 10 2 6 -112 1:4 1:4 1:40

6TR 5 2 2 2fl 1 3 1 3 - 1 2 1 14 - 3 - 20 - 2 6 6112 1:4 1:4 1:40

6TR 5 2 2 2fl 1 3 1 3 - 1 2 1 14 - 3 - 20 - 2 6 -112 1:4 1:4 1:40

-

6GN 5 2 2 2 1 3 1 3 - 1 3 1 14 - 3 - 14 - 2 7 -110 1:4 1:4 1:16

6RE 5 2 2 2 1 3110

6RE 5 2 2 2 1 3110

6RE 5 2 2 2 1 3110

6HF 5 2 2 2 - 3110

6RE 5 2 2 2 1 3110

6RE 5 2 2 - - 3110

1 3 -1:4 1:4 1:16

1 -1:4 1:4 1:16

1 -1:4 1:4 1:16

1 -1:4 1:4 55^

1 -1:4 1:4 1:16

1 -1:4 1:4 1:16

3

3

3

3

3

1 2 1 14 -

1 2 1 14 -

1 2 1 14 -

1 2 1 14 -

1 2 1 14 -

1 2 1 14 -

2 - 14 - 2 5 -

2 - 14 - 3 6 6

2 - 14 - 2 5 6

- - 14 - 3 6 6

2 - 14 - 2 5 6

2 - 14 - 2 5 -


RAIL SECTION


1-4-06

NONE

RGT


APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

5 2 2 2 1' 2 3^ 1 2 - 1 2 1 12 - 2 - 12 - 2 6 -100

RE 100

RE 100

100

GN 100

ARA-B

ARA-A

5 13^ 13^

6 2 2 2 1' 2 1 3 -5 1:4 1:4

6 2 2 2 1' 2 -5

6 2 2 2 1 2 3 -5

5 2 2 2 1 2 1 3 -5

1:16

1:4 1:4 1:16 1 3

1:4 1:4 1:16 1

1:161:41:4

1 2 1 14 -

1 2 1 14 -

1 2 1 14 -

1 2 1 12 -

2 - 14 - 3 6 -

2 - 14 - 2 5 -

2 - 14 - 2 6 -

2 - 14 - 2 7 -

100

100

100

100

ASCE

ARA

REROLLED

ASCE

5 2 2 2 1 2 3 -5 13^ 13^

6 2 2 2 1 2 1 3 -5 1:4 1:4

5 2 - - - - - - - 3 -5

5 2 2 2 1 2 3 -5 13^ 13^

- -

VERT

1:16

VERT

1 2 1 12 -

1 2 1 14 -

- 2fl 1 - -

1 2 1 12 -

2 - 12 - 2 6 -

2 - 14 - 2 5 -

- - - - - - - - - - 2 6 -

2 - 12 - 2 5 5

5 2 2 2 1 2 3^ 1 2 - 1 2 1 12 - 2 - 12 - 2 6 -ARA-B 4 13^ 13^

5 2 2 - - 2 - 2 - 1 2 1 12 - - - 12 - 3 6 -5 13^ 13^

5 2 2 2 1 2 5^ 1 2 - 1 2 1 14 - 2 - 14 - 2 6 -5 13^ 13^

5 2 2 - - 2 - 2 - 1 2 1 12 - - - 12 - 3 6 -5 13^ 13^

5 2 2 2 1 2 1 3 - 1 2 1 14 - - - 14 - 3 6 -ARA-A 5 1:4 1:4

5 2 2 2 1 2 1 3 - 1 2 1 14 - - - 14 - 2 6 -ARA-A 5 1:4 1:4

5 2 2 2 1 2 5^ 1 2 - 1 2 1 14 - 2 - 14 - 2 6 -5 13^ 13^

5 2 2 2 1 2 1 3 - 1 2 1 14 - - - 14 - 3 6 -ARA-A 5 1:4 1:4

5 2 2 2 1 2 1 3 - 1 2fi 1 14 - 2 - 14 - 2 5 -ARA-A 5

5 2 2 2 1 2 1 3 - 1 2 1 14 - - - 14 - 2 5 -ARA-A 5

5 2 2 2 1 2 1 3 - 1 2 1 14 - - - 14 - 2 5 -5

90

90

90

90

90

90

90

90

90

90

90

ASCE

GN

ASCE

GN

SANTA FE

1:16

1:16

1:16

1:4 1:4 1:16

1:4 1:4 1:16

1:4 1:4 1:16

5 2 2 2 1 2 2 - 1 2 1 12 - 2 - 12 - 3 6 -585 13^ 13^ VERTASCE

5 2 2 2 1 2 2 -585 13^ 13^ VERTASCE

5 2 2 2 1 2 2 -585 14^ 14^

5 2 2 2 1 2 2 -585 13^ 13^ASCE

GN 5^

VERT

1 2 1 12 - 2 - 12 -

1 2 1 12 - 2 - 12 -

1 2 1 12 - 2 - 12 -

2 5 -

2 5 -

2 6 -


RAIL SECTION


1-4-06

NONE

RGT


APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

REROLLED

ASCEREROLLED

Q

5 2 2 2 -585 15^

5 2 2 2 1 2 2 -585 13^ 13ÂSCE

5 2 2 2 1 2 2 -585 13^ 13ÂSCE

5 2 2 - - 2 2 -585 13^ 13^

5 2 2 2 1 2 2 -585 13^ 13ÂSCE

5 2 2 - - 2 2 -585 13^ 13^

5 2 2 2 1 2 2 -585 13^ 13ÂSCE

5 2 2 - - - 2 -585 13^ 13^

McCLURE

Q

Q

14^ 5^

5^

5^

5^

VERT

VERT

VERT

VERT

1 2 1 11 - 2 - 8 -

1 2 12 - 2 - 12 -

1 2 1 12 - 2 - 12 -

1 2 1 12 - 2 - 12 -

1 2 1 12 - 2 - 12 -

1 2 1 12 - 2 - 12 -

1 2 1 12 - 2 - 12 -

- 2 1 12 - 2 - 12 -

2 6 -

2 4 -

2 5 -

2 5 -

3 6 -

2 5 5

2 6 -

2 5 -

5 2 2 - - - 2 -585 13^ 13^ 1 2 1 - - - - - 12 - - 2 6 -

5 2 - - 2 2 -585 13^ 13^ 5^ 1fi 2 1 12 - 2 - 12 - 2 5 -

5 2 2 - - - 2 -585 13^ 13^ 5^ 1 2 1 12 - 2 - - 12 - 2 5 5

5 2 2 - - - 2 -585 14^ 5^ 1 2 1 11 - 2 - 8 - 2 6 9

5 2 2 - - 2 2 -585 13^ 13^ 5^ 1 2 1 12 - 2 - 12 - 2 5 -

5 2 2 - - 2 1 2 -485 1:4 1:4 1 2fi 1 14 - - - 14 - 2 5 -

2

1:16

15^

VERT

5 2 2 2 1 2 2 -580 13^ 13^ 1 2 1 12 - 2 - 12 - 2 6 -ASCE -

5 2 2 fi 2 - 2 2 -580 13^ 13^ 1 2 1 12 - - - - 3 7 -ASCE -

5 2 2 2 1 2 2 -580 14^ 14^ 1 2 1 10 - 2 - - 2 4 -5^

5 2 2 2 1 2 2 -580 13^ 13^ 1 2 1 12 - 2 - - 2 5 -ASCE -

5 2 2 2 1 2 2 -580 14^ 14^ 1 2 1 10 - 2 - - 2 4 75^

5 2 2 2 1 2 2 -480 14^ 14^ 1 2 1 12 - 2 - - 2 4 7-

GN

GN

GN

12

12

12

12

12

5 2 2' 2 1 2 2 -575 14^ 14^ 1 2 1 10 - 2 - - 2 4 75^GN 12

75ASCE

75ASCE

75ASCE

4 2 2 2 1 2 2 -4 13^ 13^ VERT

4 2 2 2 1 2 2 -4 13^ 13^ VERT

4 2 2 2 1 2 2 -4 13^ 13^ VERT

1 2 12 -

1 2 12 -

1 2 12 -

2 - -12

2 - -12

2 - -12

2 4 -

2 4 -

2 4 4


RAIL SECTION


1-4-06

NONE

RGT


APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

75ASCE

75ASCE

75

75

75ASCE

75ASCE

75

75ASCE

75ASCE

75

GN

GN

REROLLED

REROLLED

4 2 2 2 1 2 2 -4 13^ 13^ VERT

4 2 2 2 1 2 2 -4 13^ 13^ VERT

5 2 2 2 1 2 2 -4 14^ 14^ 6^

4 2 2 2 1 1 2 -4 13^ 13^ 6^

4 2 2 2 1 1 2 -4 13^ 13^ VERT

4 2 2 2 1 1 2 -4 13^ 13^ VERT

4 2 2 2 1 1 2 -4 13^ 13^ VERT

4 2 2 2 1 1 2 -4 13^ 13^ VERT

4 2 2 2 1 - -4 15^ 15^ VERT 2

4 2 - - - - - -4 15^ 15^ VERT 2

1 2 1 12 -

1 2 1 12 -

1 2 1 10 -

1 1 1 10 -

1 2 1 12 -

1 2 1 12 -

1 2 1 12 -

1 2 1 12 -

1 2 1 18 -

- 1 1 - -

2 - -12

2 - -12

2 - -12

1 - -8

2 - -12

2 - -12

2 - -VERT

2 - -12

- - -

- - - - - - --

VERT

3 6 -

2 5 -

2 4 7

2 4 7

2 5 -

2 5 5

2 5 5

2 6 -

2 6 -

- 2 6 --

4 2 2 2 1 2 -470 1 2 1 2 - - 2 6 -- 2ARAB

70ASCE

70ASCE

70ASCE

70ASCE

70ASCE

70

65ASCE

LA ST.L

65ASCE

65ASCE

65ASCE

65ASCE

65ASCE

65ASCE

13^ 13^

4 2 2 2 1 24 13^ 13^ VERT -2

4 2 2 2 1 24 13^ 13^ VERT -2

4 2 2 2 1 24 13^ 13^ VERT -2

4 2 2 2 1 24 13^ 13^ VERT -2

4 2 2 2 1 24 13^ 13^ VERT -2

4 2 2 2 1 24 13^ 13^ VERT -2

- 1212

1 2 1 2 - - - 1212

1 2 1 2 - - - 1212

1 2 1 2 - - - 1212

1 2 2 - - - 1212

1 2 2 - - - 1212

1 2 2 - - - 1212

2 4 -

2 5 -

2 5 -

2 5 -

2 5 -

2 5 -

4 2 2 2 1 14 13^ 13^ VERT -2 1 1 1

1 - -

-

12

12

2 5 -

4 2 2 2 1 14 13^ 13^ VERT -2 1 1 1 -12

4 2 - - - -4 - 15^ 15^ -2 - 1 1 ----

4 2 2 2 1 -4 13^ 13^ VERT -2 1 1 -12

4 2 2 2 1 -4 13^ 13^ VERT -2 1 1 -12

4 2 2 2 1 14 13^ 13^ VERT -2 1 1 1 -12

4 2 2 2 1 24 13^ 13^ VERT -2 1 1 1 -12 1 - - 12 2 5 -

1 - - 12 2 5 5

1 - - 12 2 5 5

- - - - - - -- - 2 6 -

1 - - 12 2 5 -

1 - - 12 2 5 -


RAIL SECTION


1-4-06

NONE

RGT


APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

PORT

GUICHON

MOODYVILLE

WEYER-

HAUSERBLOCK &

POLLAK

60

60D&W

60

60

60

60ASCE

60

60

60

60

60

ST.PM&M

SCON&W

SCON&W

4 2 2 2 1 14 14^ 14^ -2 1 - - - 1 - - - - - -- 10

4 2 2 2 1 14 13^ 13^ -2 1 1 1 -5^ 10

4 2 2 2 1 14 13^ 13^ -2 1 1 1 -- 10

4 2 2 2 1 14 fl 13^ 13^ -2 1 1 1 -- 12

4 2 2 2 1 1fl4 fl 13^ 13^ -2 1 1 -- 12

4 2 2 2 1 1fl4 fl 13^ 13^ -2 1 1 1 -- 12

4 2 2 2 1 14 14^ 14^ -2 1 1 1 -- 12

4 2 2 2 1 14 14^ 14^ -2 1 1 -- 12

4 2 2 - - 14 13^ 13^ -2 1 1 1 -- 10

4 2 2 - - 14 - 12^ 12^ -2 1 1 1 -- 10

4 2 2 - - 14 - 12^ 12^ -2 1 1 1 -- 10

1 - 8 8 2 6 -

1 - 8 8 2 4 -

2 - - - 12 12 2 5 -

2 - 12 12 3 5 -

2 - 12 12 2 4 -

1 - 8 8 2 5 -

1 - 8 8 3 5 -

1 - 8 8 2 6 -

1 - 12 12 2 6 -

1 - 12 12 2 4 -


RAIL SECTION


1-4-06

NONE

RGT


APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

WORN RAIL PROFILE

VERTICAL HEAD WEAR

HORIZONTAL

HEAD WEAR

TO MEASURE RAIL WEAR:

1.) MEASURE HEAD WIDTH AT A POINT 5/8" BELOW THE TOP OF RAIL.2.) MEASURE RAIL AT REGULAR INTERVALS FOR EXCESSIVE WEAR.3.) TAKE MEASUREMENTS AT THREE LOCATIONS IN CURVES TO AVOID ISOLATED READINGS.

112 LB.

115 LB.

119 LB.

132 LB.

RAIL WEIGHT NEW RAILHEAD WIDTH

NEW RAILHEIGHT

TRANSPOSE WHENHEAD WIDTH ISBETWEEN

DO NOT TRANSPOSEWHEN RAIL HEIGHTIS LESS THAN

WEAR LIMIT

HEAD WIDTH

RAIL HEIGHT

5/8"

WEARWEAR

RAILHEIGHT

HEADWIDTH

2" - 2"

2" - 2"

2" - 2"

2" - 2"

2" - 2"

2" - 2"

7"

7"

7"

6"

6"

6"2"

2"

2"

3"

2"

3"141 LB.

136 LB.

"

"

"

1"

1"

1"

5"

5"

6"

1"

6"

6"

6"1"

"

"

"

1"

1"

2"

2"

2"

1"

1"6"

6"

6"

6"

6"

6"

4-21-06

NONE

DLL

4-27-07RAIL WEAR LIMITS

RA-110

NOTES:

A A

1"

ITEM

NUMBER

BOLT

DIA.

MIN. MAX.

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

FOR USE WITH VARIOUS SIZE TRACK BOLTS

A

SPRING WASHER TO CONFORM TO CURRENT AREMA SPECIFICATIONS.

1-4-06

NONE

RGT

4-27-07LOCK WASHER

RA-111

1001261

1001271

1001281

1001291

1001301

APPROVED BY:

CHIEF ENGINEER

DATE: DRAWING NO.


REV:

DRAWN BY:

" x 5" TRACK SPIKE

NOTES:ITEM NO.

MO/YR

ID

MO/YR

ID

1" 1"

Date post:	04-Jan-2016
Category:	Documents
Upload:	vladiblade
View:	73 times
Download:	5 times

KCS-Standards (1 de 2)

Documents