INDEX OF BRIDGE DECK RAIL BRIDGE STANDARDS of bridge deck rail bridge standards epoxy index of bridge deck rail bridge standards index of bridge deck rail stds. r e v i s e d 0 4-1

8/29/2016 12:33:52 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 100-DR 11x17_pdf.pltcfg

STANDARD DESCRIPTION

INDEX OF DECK RAIL BRIDGE STANDARDS

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN - 100-

DR -

THIS

SH

EE

T IS

SU

ED 02-10.

1017 BARRIER END SECTION (7'-0 WING)

1018 BARRIER RAIL - LA SKEWED STUB ABUTMENT WITH WING EXTENSIONS

1018A BARRIER RAIL - RA SKEWED STUB ABUTMENT WITH WING EXTENSIONS

1018C 3'-8 BARRIER RAIL - RA SKEWED STUB ABUTMENT WITH WING EXTENSIONS

1018D 3'-8 BARRIER RAIL - LA SKEWED STUB ABUTMENT WITH WING EXTENSIONS

1019A BARRIER RAIL - INTEGRAL ABUTMENT - URBAN APPROACH SLAB WITH CURB

1019B BARRIER RAIL - STUB ABUTMENT - WING EXTENSION - URBAN APPROACH SLAB WITH CURB

1020A

1020B

1020C

1028A

1029A

1029B

1029C

1029D

STANDARD SHEET 100-DR

1029E

1029F

REINFORCED APPROACH SIDEWALK SLAB - AT GRADE

REINFORCED APPROACH SIDEWALK SLAB - RAISED SIDEWALK

1020D

1020E

1020F

BARRIER RAIL ( F SECTION ) - INTEGRAL ABUTMENTS WITH WING EXTENSIONS

BARRIER RAIL ( 3'-8 F SECTION ) - INTEGRAL ABUTMENTS WITH WING EXTENSIONS

BARRIER RAIL ( 3'-8 F SECTION ) - INTEGRAL ABUTMENT BRIDGES

BARRIER RAIL ( F SECTION ) - 0 SKEW STUB ABUTMENTS WITH WING EXTENSIONS

BARRIER RAIL ( F SECTION ) - INTEGRAL ABUTMENT BRIDGES

1026s1

1026s2

1030As1

1030As2

BARRIER RAIL ( F SECTION ) - SIDEWALK

SIDEWALK RAIL ( F SECTION ) - STEEL ( 6 INCH RAISED SIDEWALK ) INTEGRAL ABUTMENT

SIDEWALK RAIL ( F SECTION ) - STEEL ( 6 INCH RAISED SIDEWALK ) STUB ABUTMENT

PIPE SIDEWALK RAILING ( F SECTION ) - STEEL INTEGRAL ABUTMENT

PIPE SIDEWALK RAILING ( F SECTION ) - STEEL STUB ABUTMENT

LIGHTING ( 1 OF 2 )

LIGHTING ( 2 OF 2 )

EXPANSION DEVICE DETAILS ( 1 OF 2 ) - STEEL EXTRUSION WITH NEOPRENE GLAND

EXPANSION DEVICE DETAILS ( 2 OF 2 ) - STEEL EXTRUSION NOTES

STANDARD DESCRIPTION

BARRIER END SECTION (7'-0 WING)

BARRIER RAIL - LA SKEWED STUB ABUTMENT WITH WING EXTENSIONS

BARRIER RAIL - RA SKEWED STUB ABUTMENT WITH WING EXTENSIONS

BARRIER RAIL - INTEGRAL ABUTMENT - URBAN APPROACH SLAB WITH CURB

BARRIER RAIL ( F SECTION ) - INTEGRAL ABUTMENTS WITH WING EXTENSIONS

BARRIER RAIL ( 3'-8 F SECTION ) - INTEGRAL ABUTMENTS WITH WING EXTENSIONS

BARRIER RAIL ( 3'-8 F SECTION ) - INTEGRAL ABUTMENT BRIDGES

BARRIER RAIL ( F SECTION ) - 0 SKEW STUB ABUTMENTS WITH WING EXTENSIONS

BARRIER RAIL ( F SECTION ) - INTEGRAL ABUTMENT BRIDGES

BARRIER RAIL ( F SECTION ) - SIDEWALK

STEEL OPTION

STAINLESS

1017S

1018S

1018SA

1020SA

1020SB

1020SC

1020SD

1020SE

1020SF

1028SA

1018SC1

1018SD1

1018SC2

1018SD2

3'-8 BARRIER RAIL - RA SKEWED STUB ABUTMENT WITH WING EXTENSIONS - SHEET 1 OF 2

3'-8 BARRIER RAIL - RA SKEWED STUB ABUTMENT WITH WING EXTENSIONS - SHEET 2 OF 2

3'-8 BARRIER RAIL - LA SKEWED STUB ABUTMENT WITH WING EXTENSIONS - SHEET 1 OF 2

3'-8 BARRIER RAIL - LA SKEWED STUB ABUTMENT WITH WING EXTENSIONS - SHEET 2 OF 2

COATED OPTION

EPOXYINDEX OF BRIDGE DECK RAIL BRIDGE STANDARDS INDEX OF BRIDGE DECK RAIL BRIDGE STANDARDS

INDEX OF BRIDGE DECK RAIL STDS.

RE

VIS

ED 04-14 - S

TAI

NL

ES

S

ST

EE

L

VE

RSI

ON

S

OF

TH

ES

E

ST

AN

DA

RD

S

WE

RE

AD

DE

D.

1019SB2

TO CONSTRUCT THESE COMPONENTS.

NOTE: THIS LIST OF STANDARDS CONTAINS EPOXY COATED REINFORCING BARS USED

STEEL REINFORCING TO CONSTRUCT THESE COMPONENTS.

NOTE: THIS LIST OF STANDARDS CONTAINS THE COMBINATION OF EPOXY AND STAINLESS

1019SA

1019SB1

BARRIER RAIL - STUB ABUTMENT - WING EXT. - URBAN APPROACH SLAB WITH CURB - SHT. 2 OF 2

BARRIER RAIL - STUB ABUTMENT - WING EXT. - URBAN APPROACH SLAB WITH CURB - SHT. 1 OF 2

BARRIER RAIL ( 3'-8 F SECTION ) - 0 SKEW STUB ABUTMENTS WITH WING EXTENSIONS

BARRIER RAIL ( 3'-8 F SECTION ) - 0 SKEW STUB ABUTMENTS WITH WING EXTENSIONS

COUNTY

DESIGN SHEET NO. OF DESIGN NO.FILE NO.

IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION

PROJECT NUMBER SHEET NUMBERDESIGN TEAM

8/29/2016 12:33:53 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1017 11x17_pdf.pltcfg

2'-

10

4'-02'-01'-03

72'-

0

81'-8

1'-

10

3Ž

3Ž

7†

7†

5 TO 7

SLOPE

VERTICAL

7'-0 END SECTION

2'-

10

PART PLAN VIEW

1'-

7

1'-

7

2•

5

2'-01'-0 4'-0

1•

82

7•

PART ELEVATION VIEW

PART VIEW F-F

7'-0 END SECTION

PART VIEW E-E

2• TO 24

OF WALL

SLOPE FACE

GUTTER LINE

| 1"½ HOLES

| 1"½ HOLES

WING

TOP OF

STANDARD RAIL

JOINT

CONSTRUCTION

BE INCLUDED IN PRICE BID FOR CONCRETE BARRIER RAILING.

PROVIDE 5 HOLES FORMED WITH 1"½ PLASTIC CONDUIT. COST TO

INTERSECTION

LINES OF

SECTION D-D.

SECTION B-B, SECTION C-C AND

CORNERS FOR VIEW A-A,

USED WHEN CONSTRUCTING THE

ARE TYPICAL AND SHALL BE

THE 10" RADIUS AND 1•" RADIUS

NOTE:

RAIL IS ROUGHENED CONCRETE.

TOP OF WING AND BARRIER

CONSTRUCTION JOINT BETWEEN

NOTE:

STANDARD SHEET 1017BARRIER RAIL END SECTION DETAILS WITH 7'-0 WING

BAR LOCATION SHAPE NO. LENGTH

6c1

6d1

6d2

VERTICAL VARIES

TOTAL WEIGHT (LBS.)

CONCRETE PLACEMENT SUMMARY SECTION TOTAL

BENT BAR DETAILS

D=4•

6

D=4•

D=3ƒ

7

"X"

5c5-5c10

EPOXY REINFORCING STEEL - ONE END SECTION

5c5-10

5d3

D = PIN DIAMETER.

NOTE: ALL DIMENSIONS ARE OUT TO OUT.

4

D=4•

6c2

6c3 VERTICAL

0.65 CU. YD.

2'-

6

HORIZONTAL

HORIZONTAL

HORIZONTAL

BARRIER RAIL ONE END SECTION

10ƒ

11

2

4

D=3ƒ

4t1

5†

3•

3‰

6•

4t1 VARIES

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1017 -

THIS

SH

EE

T IS

SU

ED 09-01

BAR "X"

5c6

5c7

5c8

5c9

5c10

5c5

0'-10‚

1'-0‚

10

2'-

9†

2'-

10

2'-

07

3

VIEW A-A SECTION B-B SECTION D-D

2• 58

10

2

1'-

11

MI

N.

…

10

2'-

9†

2'-

10

2'-

07

3

SECTION C-C

2• 5

1'-

11

MI

N.

…

6c26c1

6c3 6c4

6c1

5d3

5c5-10

6c4

6c4 5c5-10

6c1

5d3

R=10"

R=1•"

6d1 6d2

1•

10 7•

1•

2

6d2

6d2

| 1"½ HOLES

10

10

4t1(TYP.)

JOINT

CONSTR.

POI

NT

S

OF I

NT

ER

SE

CTI

ON

POI

NT

S

OF I

NT

ER

SE

CTI

ON

6c2 & 6c3

6d2

6'-8

12

4

4

6

6

8

1

4 5

23

VERTICAL

WEIGHT

17

25

3

7'-0 END SECTION

A B C D

FDC

BA

F

7'-0 END SECTION

2'-

10

81'-8

6c1

5c5-10

4t1

4t1

6c4

6c2

6c3

EE

5'-10

81

4

458

6 @ 5‚= 2'-7• 5 @ 6 = 2'-6

3 @ 6=1'-6

0'-8•

1'-0• 1'-5•

3'-

96c4

6c1

6c1 & 6c4

1"½

HOLES

6d2

6d1

5d3

5c5-5c10

SPACING

6c4 VERTICAL 12 8'-0

4'-1

2'-10

5'-6 99

6'-9

60

144

1'-4

1'-2

0'-6•

6d

3‡

3‡

VERTICAL

1'-

6

LEVEL OF 6d2 IN WING FOOTING.

4t1 PLACEMENT- 2 BARS EACH

NOTE:

3Ž

3Ž

2'-

3

MI

N. (T

YP)

6d2

1'-

62'-

3

MI

N.

29•

| 1"½ HOLES 6d2

6d1

JOINT

CONSTRUCTION

6d16d2

2'-

3

MI

N. (T

YP)

WI

NG

AB

UT.

3Ž

3Ž

8 8

3'-9

4•

3‡2 @ 7•

2 @ 7•

= 1'-3

= 1'-3

0'-

11

&1'-

2•

8†

&1'-

0„

2'-

2

1'-3ˆ

1'-9

‰

2

EA.

2

EA.

2'-

6

6c2

3'-

9 6c3

2…

3•

2…

3•

8‚

8‚

ABUTMENT SHEET FOR PLACEMENT.

REINFORCING STEEL. SEE WING

WING ARE THE ABUTMENT WING

DASHED LINES BELOW THE TOP OF

NOTE:

SHEET.

SHOWN ON THE WING ABUTMENT

DETAILS FOR PLACEMENT ARE

WITH THE ABUTMENT WING. THE

4t1 BARS ARE TO BE PLACED

THE 6c4, 6c3, 5c5-10, 2`-`6d2 AND

NOTE:

ABUTMENT WING TIE BARS

WING

ABUT.

TOP OF

INCLUDED ON THE SUMMARY QUANTITIES SHEET.

NOTE: REINFORCING STEEL QUANTITIES ARE

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

NO

TE

TO I

NC

LU

DE

REI

NF.

ST

EE

L

TO

TH

E

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T.

COUNTY




8/29/2016 12:33:55 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1017S 11x17_pdf.pltcfg

2'-

10

4'-02'-01'-03

72'-

0

81'-8

1'-

10

3Ž

3Ž

7†

7†

5 TO 7

SLOPE

VERTICAL

7'-0 END SECTION

2'-

10

PART PLAN VIEW

1'-

7

1'-

7

2•

5

2'-01'-0 4'-0

1•

82

7•

PART ELEVATION VIEW

PART VIEW F-F

7'-0 END SECTION

PART VIEW E-E

GUTTER LINE

| 1"½ HOLES

| 1"½ HOLES

WING

TOP OF

STANDARD RAIL

JOINT

CONSTRUCTION

BE INCLUDED IN PRICE BID FOR CONCRETE BARRIER RAILING.

PROVIDE 5 HOLES FORMED WITH 1"½ PLASTIC CONDUIT. COST TO

INTERSECTION

LINES OF

SECTION D-D.

SECTION B-B, SECTION C-C AND

CORNERS FOR VIEW A-A,

USED WHEN CONSTRUCTING THE

ARE TYPICAL AND SHALL BE

THE 10" RADIUS AND 1•" RADIUS

NOTE:

RAIL IS ROUGHENED CONCRETE.

TOP OF WING AND BARRIER

CONSTRUCTION JOINT BETWEEN

NOTE:

STANDARD SHEET 1017SBARRIER RAIL END SECTION DETAILS WITH 7'-0 WING


6c1

6d1

6d2

CONCRETE PLACEMENT SUMMARY SECTION TOTAL

BENT BAR DETAILS

D=4•

6

D=4•

D=3ƒ

7

"X"

5c5-5c10

EPOXY COATED REINF. STEEL - ONE END SECT.

5d3

D = PIN DIAMETER.

NOTE: ALL DIMENSIONS ARE OUT TO OUT.

4

D=4•

6c2

0.65 CU. YD.

2'-

6

BARRIER RAIL ONE END SECTION

10ƒ

11

2

4

D=3ƒ

4t1

5†

3•

3‰

6•

4t1 VARIES

BAR "X"

5c6

5c7

5c8

5c9

5c10

5c5

0'-10‚

1'-0‚

10

2'-

9†

2'-

10

2'-

07

3

VIEW A-A SECTION B-B SECTION D-D

2• 58

10

2

1'-

11

MI

N.

…

10

2'-

9†

2'-

10

2'-

07

3

SECTION C-C

2• 5

1'-

11

MI

N.

…

6c26c1

6c3 6c4

6c1

5d3

5c5-10

6c4

6c4 5c5-10

6c1

5d3

R=10"

R=1•"

6d1 6d2

1•

10 7•

1•

2

6d2

6d2

| 1"½ HOLES

10

10

4t1(TYP.)

JOINT

CONSTR.

POI

NT

S

OF I

NT

ER

SE

CTI

ON

POI

NT

S

OF I

NT

ER

SE

CTI

ON

6d2

6'-8

12

4

6

8

1

4 5

WEIGHT

17

3

7'-0 END SECTION

A B C D

FDC

BA

F

7'-0 END SECTION

2'-

10

81'-8

6c1

5c5-10

4t1

4t1

6c4

6c2

6c3

EE

5'-10

81

4

6 @ 5‚= 2'-7• 5 @ 6 = 2'-6

3 @ 6=1'-6

0'-8•

1'-0• 1'-5•

1"½

HOLES

6d2

6d1

5d3

5c5-5c10

SPACING

2'-10

5'-6 99

6'-9

60

1'-4

1'-2

0'-6•

6d

3‡

3‡

1'-

6

LEVEL OF 6d2 IN WING FOOTING.

4t1 PLACEMENT- 2 BARS EACH

NOTE:

3Ž

3Ž

2'-

3

MI

N. (T

YP)

6d2

1'-

62'-

3

MI

N.

29•

| 1"½ HOLES 6d2

6d1

JOINT

CONSTRUCTION

6d16d2

2'-

3

MI

N. (T

YP)

WI

NG

AB

UT.

3Ž

3Ž

8 8

3'-9

4•

3‡2 @ 7•

2 @ 7•

= 1'-3

= 1'-3

0'-

11

&1'-

2•

8†

&1'-

0„

2'-

2

1'-3ˆ

1'-9

‰

2

EA.

2

EA.

2…

3•

2…

3•

8‚

8‚

ABUTMENT SHEET FOR PLACEMENT.

REINFORCING STEEL. SEE WING

WING ARE THE ABUTMENT WING

DASHED LINES BELOW THE TOP OF

NOTE:

SHEET.

SHOWN ON THE WING ABUTMENT

DETAILS FOR PLACEMENT ARE

WITH THE ABUTMENT WING. THE

4t1 BARS ARE TO BE PLACED

THE 6c4, 6c3, 5c5-10, 2`-`6d2 AND

NOTE:

WING

ABUT.

TOP OF

6

D=4•

3'-

9

6c1 6c4

D=4•

6c2 6c3

2'-

6

3'-

9


VARIES 5c5-10

6c3 4

6 23

WEIGHT

25

6c4 12 8'-0

4'-1

144

STAINLESS STEEL REINF. STEEL - ONE END SECT.

VERTICALLY

2• TO 24

OF WALL

SLOPE FACE

266

192

EPOXY REINF. TOTAL WEIGHT (LBS.)

STAINLESS STEEL TOTAL WEIGHT (LBS.)

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, HORIZONTAL

RAIL, HORIZONTAL

RAIL, HORIZONTAL

RAIL, ABUTMENT WING TIE BARS

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

4

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1017S -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 6c3, 6c4

&

5c5-10

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.



COUNTY




8/29/2016 12:33:56 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1018 11x17_pdf.pltcfg

BARRIER RAIL JOINT DETAILS

PART PLAN VIEW

SECTION I-I

ƒ"

PART ELEVATION VIEW

I

I

INTERSECTION

LINES OF

5c2

5c1 5c4 5d1 5c1 5c1

FACE)

5c3 ( BACK5c3 (BACK FACE) 5c14 (FRONT FACE)

5d1

FACE)

5c14 (FRONT

ROADWAY WIDTH

5c2

PART SECTION C-C

*

*

5c1

5d1

4

EQ

UA

L S

PA. - 5d

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

3

3

1"

2'-

10

ROADWAY WIDTH

5c15

PART SECTION G-G

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*

5c4

5d1

4

EQ

UA

L S

PA. - 5d

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

ROADWAY WIDTH

PART SECTION H-H

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*

5c4

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

5c3

TOP AND SIDES

JOINT SEALER ON

COATING

BOND BREAKING

ING COATING.

OF BOND BREAK-

INDICATES AREA

HATCHED AREA

ELEVATION OF BARRIER RAIL

PART SECTION OF BARRIER RAIL BARRIER RAIL NOTES:

EPOXY REINFORCING STEEL - TWO RAILS

SE

CTI

ON

ST

AN

DA

RD

SE

CTI

ON

A

SP

ECI

AL

SE

CTI

ON

B

SP

ECI

AL

SECTION BAR LOCATION SHAPE NO. LENGTH WEIGHT

5c1

5c2

5c4

5d1

5c1

5c3

5d2

5c1

5c3

5c4

5d3

5d4

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

LONGITUDINAL

LONGITUDINAL

LONGITUDINAL

LONGITUDINAL

2

2

5'-11

10

5'-11

2

2

2

16

TOTAL WEIGHT (LBS.)

CONCRETE PLACEMENT SUMMARY

CONCRETE BARRIER RAIL QUANTITIES

SECTION TOTAL

ITEM UNIT QUANTITY

LIN. FT.

STANDARD SECTION

SPECIAL SECTION A

SPECIAL SECTION B

TOTAL ( CU. YD. )

CONCRETE BARRIER RAILING

6'-0

5'-11

6'-4 13

BENT BAR DETAILS

5

D=3ƒ

5c3

7

D=3ƒ

5c16

5c1

D=4ƒ

D=3ƒ

8‚ 1…

2'-

7

2'-

4

2'-

0ƒ

6‚

5Š

7

8‰

1'-

10„

5c2

1'-0

D=3ƒ

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

5c16

5c16

5c14

5c14

5c15

IN

TE

RS

EC

TI

ON

POI

NT

OF

NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.

VARY DUE TO CONSTRUCTION INACCURACIES.

THIS DIMENSION. THIS DIMENSION MAY

* DENOTES THE MAXIMUM VALUE FOR

ROADWAY WIDTH

PART SECTION F-F

*

*

5c1

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

5c3

1'-

6

MI

N. 5c14

IN

TE

RS

EC

TI

ON

POI

NT

OF

(TYPICAL)

‚" MIN.

?? AT 0.1052 CU. YDS. PER FT.



BARRIER RAIL--SKEWED STUB ABUT. WITH WING EXTENSIONS

5c3 5c3 5c1

5c1 5c1

5c4

5c2

5c2

5d1

5c1

JOINT

CONSTRUCTION

7'-0 END SECTION 7'-0 END SECTION

END OF SLAB

END OF SLAB

CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

@ 5O° F.

MIN. LAP

@ 5O° F.

5c1

F

F

C

C F

F

-5c1; -5c3;

-5c14 -5c14

JOINT

CONSTRUCTION

END TO END OF STANDARD BARRIER RAIL SECTION

2 2

SPECIAL SECTION B

H

H

5d4

5d3

5c4

5d2

G

G

SPECIAL SECTION A

5c15

5c16 (FRONT FACE)

2'-2

END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

5c14 5c14

5d2

MI

N.

1'-

6

D=3ƒ

7

2'-

0•

5c14

7‚

6‹ 1

'-2„

1‡

5

4

3'-10

3'-10

5d 5d

4

EQ

UA

L S

PA. - 5d

SP

ACI

NG

4

EQ

UA

L S

PA. - 5d

SP

ACI

NG

5

8

1'-

7

7

D=3ƒ

5c15

1'-

5

4'-8

5c4

2'-

7

2'-

8

6

7

D=3ƒ

D=4ƒ

6'-4 13

GRADE.

INCIDENTAL TO OTHER CONSTRUCTION.

CONTACT SURFACES ARE TO BE COATED WITH AN APPROVED BOND BREAKER.

VERTICAL BARS AT A MINIMUM SPACING OF 20 FEET. CONSTRUCTION JOINT

FORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.

THE JOINT SEALER SHALL BE LIGHT GRAY NONSAG LATEX CAULKING SEALER

MARKETED FOR OUTDOOR USE. NO TESTING OR CERTIFICATION IS REQUIRED.

MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REIN-

COST OF THE JOINT SEALER AND BOND BREAKER SHALL BE CONSIDERED

ALL BARRIER RAIL REINFORCING STEEL IS TO BE EPOXY COATED.

THE CONCRETE BARRIER RAIL IS TO BE BID ON A LINEAL FOOT BASIS.

TOP OF THE BARRIER RAIL IS TO BE PARALLEL TO THE THEORETICAL |

THE PERMISSIBLE CONSTRUCTION JOINTS ARE TO BE PLACED BETWEEN

THE NUMBER OF LINEAL FEET OF BARRIER RAIL INSTALLED WILL BE PAID

FOR AT THE CONTRACT PRICE PER LINEAL FOOT BASED ON PLAN QUANTITIES.

PRICE BID FOR CONCRETE BARRIER RAILING SHALL BE FULL COMPENSATION

FOR FURNISHING ALL MATERIAL, EXCLUDING REINFORCING STEEL, AND ALL OF

THE EQUIPMENT AND LABOR REQUIRED TO ERECT THE RAIL IN ACCORDANCE

CONSIDERED INCIDENTAL TO THE COST OF THE RAILING.

INCLUDING LABOR AND ANY ADDITIONAL WORK TO DO THE INSTALLATION IS

IN THIS PLAN THE RIGID STEEL CONDUIT, JUNCTION BOXES AND FITTINGS

WITH THESE PLANS AND CURRENT SPECIFICATIONS. IF CONDUIT IS REQUIRED

18

END TO END OF BARRIER RAIL (BID LENGTH)

SPA. @ 1'-0 = ; - 5c1 & 5c2

-5c1; -5c3;

6`}

STANDARD SHEET 1018 (L.A. SKEW)

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1018 -

THIS

SH

EE

T

REIS

SU

ED 09-01 F

OR

F

SH

AP

E. B

AR

RIE

R

RAIL

EN

D

SE

CT.

DE

TAILS

MO

VE

D

TO

ST

D.

SH

EE

T 1017.

SPA. @ SPA. @

5d3

THE BARRIER RAIL = 2.84 SQUARE FEET.

CROSS SECTIONAL AREA OF THE STANDARD AND SPECIAL SECTIONS OF

5c4

5c155c2

2'-

10

2'-

10

3'-5 7

3'-3

3'-3



CO

RR

EC

TI

ON 04-14 -

AD

DE

D

NO

TE

TO I

NC

LU

DE

REI

NF.

ST

EE

L

TO

TH

E

SU

MM

AR

Y

QU

AN

TITIE

S

SH

EE

T. R

EM

OV

ED

EN

D

SE

CT.

QT

Y.

FR

OM

BA

R

LIS

T

&

CO

NC.

PL

CM

NT.

SU

MM

AR

Y.

COUNTY




8/29/2016 12:33:58 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1018A 11x17_pdf.pltcfg


PART PLAN VIEW

SECTION I-I

ƒ"

PART ELEVATION VIEW

I

I

INTERSECTION

LINES OF

5c3 5c3 5c1

5c1 5c1

5c4

5c2

5c2

5d1

5c1

JOINT

CONSTRUCTION


END OF SLAB END OF SLAB

CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

5c2

5c1 5c4 5d1 5c4 5c1 5c1

FACE)

5c3 ( BACK5c3 (BACK FACE)

5d2

5c14 (FRONT FACE)

@ 5O° F.

MIN. LAP

5d1

@ 5O° F.

5c1

F C

C F

F JOINT

CONSTRUCTION


2 2

SPECIAL SECTION A

G

G

5d25d4

H

H

SPECIAL SECTION B

FACE)

5c14 (FRONT5c16 (FRONT FACE)

2'-2

ROADWAY WIDTH

5c2

PART SECTION C-C

*

*

5c1

5d1

4

EQ

UA

L S

PA. - 5d

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

3

3

1"

2'-

10

TOP AND SIDES

JOINT SEALER ON

COATING

BOND BREAKING

ING COATING.

OF BOND BREAK-

INDICATES AREA

HATCHED AREA

5c15 5c16

5c4 5d3

5c15

5d


PART SECTION OF BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL


SE

CTI

ON

ST

AN

DA

RD

SE

CTI

ON

A

SP

ECI

AL

SE

CTI

ON

B

SP

ECI

AL


5c1

5c2

5c4

5d1

5c1

5c3

5d2

5c1

5c3

5c4

5d3

5d4

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

LONGITUDINAL

LONGITUDINAL

LONGITUDINAL

LONGITUDINAL

2

2

5'-11

10

18

5'-11

2

2

2

16

TOTAL WEIGHT (LBS.)



SECTION TOTAL

ITEM UNIT QUANTITY

LIN. FT.

STANDARD SECTION

SPECIAL SECTION A

SPECIAL SECTION B

TOTAL ( CU. YD. )


6'-0

5'-11

6'-4 13

BENT BAR DETAILS

5

D=3ƒ

5c3

7

D=3ƒ

5c16

5c1

D=4ƒ

D=3ƒ

8‚ 1…

2'-

7

2'-

4

2'-

0ƒ

6‚

5Š

7

8‰

1'-

10„

5c2

1'-0

D=3ƒ

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

5c14 5c14

5c16

5c14

5c14

5c15

IN

TE

RS

EC

TI

ON

POI

NT

OF





ROADWAY WIDTH

PART SECTION F-F

*

*

5c1

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

5c3

1'-

6

MI

N. 5c14

IN

TE

RS

EC

TI

ON

POI

NT

OF

(TYPICAL)

‚" MIN.

?-5c14

?-5c1; ?-5c3;

?-5c14

?-5c1; ?-5c3;





D=3ƒ

7

2'-

0•

5c14

7‚

6‹ 1

'-2„

1‡

5

4

3'-10

3'-10

5c4

2'-

7

2'-

8

6

7

D=3ƒ

D=4ƒ

5

8

1'-

7

7

D=3ƒ

5c15

1'-

5

4'-8

4

EQ

UA

L S

PA. - 5d

SP

ACI

NG

5d

ROADWAY WIDTH

5c15

PART SECTION G-G

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*

5c4

5d1

4

EQ

UA

L S

PA. - 5d

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

ROADWAY WIDTH

PART SECTION H-H

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*

5c4

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

5c3 5c16

MI

N.

1'-

6

5d

4

EQ

UA

L S

PA. - 5d

SP

ACI

NG

F

BARRIER RAIL NOTES:

GRADE.























SPA. @ 1'-0 = ; - 5c1 & 5c2

6`}

STANDARD SHEET 1018A (R.A. SKEW)

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1018

A -

THIS

SH

EE

T

REIS

SU

ED 09-01 F

OR

F-S

HA

PE.

SPA. @ SPA. @



6'-4 13

3'-3

3'-3

2'-

10

2'-

10

3'-3 7

5d2



CO

RR

EC

TI

ON 04-14 -

AD

DE

D

NO

TE

TO I

NC

LU

DE

REI

NF.

ST

EE

L

TO

TH

E

SU

MM

AR

Y

QU

AN

TITIE

S

SH

EE

T. R

EM

OV

ED

EN

D

SE

CT.

QT

Y.

FR

OM

BA

R

LIS

T

&

CO

NC.

PL

CM

NT.

SU

MM

AR

Y.

COUNTY




8/29/2016 12:33:59 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1018C 11x17_pdf.pltcfg


PART PLAN VIEW

SECTION I-I

ƒ"

PART ELEVATION VIEW

I

I

5c1

5c4

6d1

JOINT

CONSTRUCTION



CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

5c2

5c46d15c4 5c1

FACE)

5c3 ( BACK 5c3 (BACK FACE)6d2 5c14 (FRONT FACE)

@ 5O° F.

MIN. LAP

6d1

@ 5O° F.

5c1

F C

C

F JOINT

CONSTRUCTION

2 2

SPECIAL SECTION A

G

G

6d2

6d2

H

SPECIAL SECTION B

FACE)

5c14 (FRONT

PART SECTION C-C

TOP AND SIDES

JOINT SEALER ON

COATING

BOND BREAKING ING COATING.

OF BOND BREAK-

INDICATES AREA

HATCHED AREA

5c4

5c15



END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL


SE

CTI

ON

ST

AN

DA

RD

SE

CTI

ON

A

SP

ECI

AL

SE

CTI

ON

B

SP

ECI

AL

SECTION BAR SHAPE NO.

5c1

5c2

5c4

6d1

5c1

5c3

6d2

5c1

5c3

5c4

2

2 10

2

2

TOTAL WEIGHT (LBS.)



SECTION

TOTAL ITEM UNIT

QUANTITY

LIN. FT.

STANDARD SECTION

SPECIAL SECTION A

SPECIAL SECTION B

TOTAL ( CU. YD. )

6'-0

BENT BAR DETAILS 5

D=3ƒ

5c3

7

D=3ƒ

D=3ƒD

IM

EN

SI

ON

A

DI

ME

NSI

ON

B

6‚

5Š

7

5c2

1'-0

D=3ƒ

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

5c16

5c14

5c14

5c15





PART SECTION F-F

(TYPICAL)

‚" MIN.

D=3ƒ

7

2'-

0•

5c14

7‚

6‹ 1

'-2„

1‡

5

4

3'-10

3'-10

5c4

7

D=3ƒ

5

8

1'-

7

7

D=3ƒ

1'-

5

4'-8

PART SECTION G-G PART SECTION H-H

F

BARRIER RAIL NOTES:

CROSS SECTIONAL AREA OF THE STANDARD SECTION OF THE BARRIER RAIL`=













6`}

LINES OF INTERSECTION

F H

ROADWAY WIDTH

5c2

*

*

5c1

6d1

1'-7

2

3

3

3•

…

TY

P.

5

5

7

8•

10

R=10"

R=1•"

3

3

1" 5c3 5c14

3'-

7†

2'-

10

3'-

8

5c15

5

3'-

7†

6d1

5c4

ROADWAY WIDTH 1'-7

23•5 8•

R=10"

…

TY

P.

3

2'-

10

3'-

8

R=1•"

73

*

*10

5c3

53

5c4

ROADWAY WIDTH 1'-7

25

73

*

*10 R=1•"

R=10"1'-

6

MI

N.

5c16

ROADWAY WIDTH

*

*

1'-7

2

3

3

…

TY

P. 5

5

7

10

R=10"

R=1•"

1'-

6

MI

N.

VA

RIE

S 2'-

9†

TO 3'-

7†

VA

RIE

S 2'-

0

TO 2'-

10

VARIES 8• TO 9• VARIES 3• TO 2•

LONGITUDINAL

VERTICAL

VERTICAL

VERTICAL

LONGITUDINAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

WEIGHTLENGTHLOCATION

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

LONGITUDINAL

5c3

5c14

5c3

5c14

GRADE, EXCEPT AT THE SPECIAL SECTIONS.

DESIGN TEAM STANDARD SHEET 1018C (R.A. SKEW)



SP

ECI

AL S

EC

TI

ON

VA

RIE

S 2'-

10

TO 3'-

8

CONCRETE BARRIER RAILING, 3'-8

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

5c16 (FRONT FACE)

5c15

5c16

2'-

10

3'-3

3'-3

4'-0 TYP.

3'-8 BARRIER RAIL - (R.A.) SKEWED STUB ABUT. WITH WING EXTENSIONS

6E

QU

AL

SP

A.-

6d1

SP

ACI

NG

6E

QU

AL

SP

A.-

6d1

SP

ACI

NG

5c5

5c6

5c7

5c8

VERTICAL, TOP SLOPED ENDS




2

2

2

2

5c5

5c6

5c7

5c8





2

2

2

2

?-5c; ?-5c3;

?-5c14

5c3

5c14

5c16

6

5c5 5c75c6

5c8

5c1

5c25c15

5c2

5c14

5c3

?-5c; ?-5c3;

?-5c14

6

5c

5c 5c

5c8

5c7

5c65c5

5c1

5c BARS

BAR DIM. A DIM. B DIM. C DIM. D

5c1

5c5

5c6

5c7

5c8

DI

ME

NSI

ON

D

DI

M. C

D=3ƒ

D=3ƒ

PRICE BID FOR 3'-8 CONCRETE BARRIER RAILING SHALL BE FULL COMPENSATION



2„

6†

3'-3Ž 3'-1Š

3'-2Œ

3'-0ˆ

3'-0

2'-8• 2'-10Œ

2'-7‚ 2'-9Š

2'-9Œ

2'-9Œ

2'-7ˆ

2'-7ˆ

2'-4Œ

2'-4ƒ

2'-2‚

2'-6‡

2'-4…

2'-1‡1'-11‡

5c

7'-5

7'-5

7'-3

6'-5

6'-0 13

13

14

15

15

14

13

136'-0

6'-5

7'-3

5c5-5c8

5

7'-9

7'-9

8‚

6'-10

6'-10

7'-5

~ DEDUCT 0.044 CU. YD. FOR ONE SLOPED END.

~

~






3.46 SQUARE FEET EXCEPT THE 4'-0 SLOPED ENDS AT THE END SECTIONS.


6d3

6d3

2'-7

6d3

3'-5 7

16

16

6d3

3'-

4

3'-

5

2'-

10

…

TY

P.

3`@`1'-0 ?`@`0'-6

8`SPA.`@`0'-6=4'-0 8`SPA.`@`0'-6=4'-0?? SPA. @ 1'-0 = ??; ?? - 5c1 & ?? - 5c2

3`@`1'-0?@0'-6

26

26

6d 6d

4E

Q.

SP

A.=

2'-

0-

6d

BA

R

3'-

8

2'-

10

6

EQ.

SP

A. - 6d

BA

R

3'-

7†

3• 8•

? AT 0.1281 CU. YDS. PER FT.

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1018

C -

THIS

SH

EE

T IS

SU

ED 11-07.





CO

RR

EC

TI

ON 04-14 -

AD

DE

D

NO

TE

TO I

NC

LU

DE

REI

NF.

ST

EE

L

TO

TH

E

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

EN

D

SE

CT.

QT

Y.

FR

OM

BA

R

LIS

T

&

CO

NC.

PL

CM

NT.

SU

MM

AR

Y.

COUNTY




8/29/2016 12:34:01 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1018D 11x17_pdf.pltcfg


PART PLAN VIEW

SECTION I-I

ƒ"

PART ELEVATION VIEW

I

I

5c1 6d1

JOINT

CONSTRUCTION



CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

5c2

5c46d15c4 5c1

FACE)


@ 5O° F.

MIN. LAP

6d1

@ 5O° F.

5c1

F C

C

F JOINT

CONSTRUCTION

2 2

SPECIAL SECTION A

6d2

6d2

SPECIAL SECTION B

FACE)

5c14 (FRONT

PART SECTION C-C

TOP AND SIDES

JOINT SEALER ON

COATING


OF BOND BREAK-

INDICATES AREA

HATCHED AREA



END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL


SE

CTI

ON

ST

AN

DA

RD

SE

CTI

ON

A

SP

ECI

AL

SE

CTI

ON

B

SP

ECI

AL


5c1

5c2

5c4

6d1

5c1

5c3

5c1

5c3

5c4

6d2

2

2 10

2

2

TOTAL WEIGHT (LBS.)

CONCRETE PLACEMENT SUMMARY SECTION QUANTITY

STANDARD SECTION

SPECIAL SECTION A

SPECIAL SECTION B

TOTAL ( CU. YD. )

6'-0

BENT BAR DETAILS 5

D=3ƒ

5c3

7

D=3ƒ

5c2

1'-0

D=3ƒ

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

5c16

5c14

5c14

5c15





PART SECTION F-F

(TYPICAL)

‚" MIN.

D=3ƒ

7

2'-

0•

5c14

7‚

6‹ 1

'-2„

1‡

5

4

3'-10

3'-10

5c4

7

D=3ƒ

5

8

1'-

7

7

D=3ƒ

1'-

5

4'-8

PART SECTION G-G PART SECTION H-H

F

6`}


F

ROADWAY WIDTH

5c2

*

*

5c1

6d1

1'-7

2

3

3

3•

…

TY

P.

5

5

7

8•

10

R=10"

R=1•"

3

3

1"

5c3 5c14

3'-

7†

2'-

10

3'-

8

5c15

5

3'-

7†

6d1

5c4

ROADWAY WIDTH 1'-7

23•5 8•

R=10"

…

TY

P.

3

2'-

10

3'-

8

R=1•"

73

*

*10

5c3

5

5c4

ROADWAY WIDTH 1'-7

25

73

*

*10 R=1•"

R=10"1'-

6

MI

N.

5c16

ROADWAY WIDTH

*

*

1'-7

2

3

3

…

TY

P. 5

5

7

10

R=10"

R=1•"

1'-

6

MI

N.

VA

RIE

S 2'-

9†

TO 3'-

7†

VA

RIE

S 2'-

0

TO 2'-

10


LONGITUDINAL

VERTICAL

VERTICAL

VERTICAL

LONGITUDINAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL


VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

LONGITUDINAL

5c3

5c14

5c3

5c14

DESIGN TEAM



SP

ECI

AL S

EC

TI

ON

VA

RIE

S 2'-

10

TO 3'-

8

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

5c15

5c16

2'-

10

3'-3

3'-3

4'-0 TYP.

6E

QU

AL

SP

A.-

6d1

SP

ACI

NG

6E

QU

AL

SP

A.-

6d1

SP

ACI

NG

5c5

5c6

5c7

5c8





2

2

2

2

5c5

5c6

5c7

5c8





2

2

2

2

?-5c; ?-5c3;

?-5c14

5c3

5c14

5c15

6

5c5 5c75c6

5c8

5c1

5c25c16

5c2

5c14

5c3

?-5c; ?-5c3;

?-5c14

6

5c

5c 5c

5c8

5c7

5c65c5

5c1

D=3ƒ

5c4

5c4

G

G

H

H

5c155c16 (FRONT FACE)

3'-8 BARRIER RAIL - (L.A.) SKEWED STUB ABUT. WITH WING EXTENSIONS STANDARD SHEET 1018D (L.A. SKEW)

7'-5

7'-5

7'-5

7'-3

7'-3

6'-5

6'-5

6'-0

6'-0

15

15

14

14

13

13

13

13

5c5-5c8

5

7'-9

7'-9

5c BARS


5c1

5c5

5c6

5c7

5c8

3'-3Ž 3'-1Š

3'-2Œ

3'-0ˆ

3'-0

2'-8• 2'-10Œ

2'-7‚ 2'-9Š

2'-9Œ

2'-9Œ

2'-7ˆ

2'-7ˆ

2'-4Œ

2'-4ƒ

2'-2‚

2'-6‡

2'-4…

2'-1‡1'-11‡

D=3ƒD

IM

EN

SI

ON

A

DI

ME

NSI

ON

B

6‚

5Š

7

DI

ME

NSI

ON

D

DI

M. C

D=3ƒ

2„

6†

5c

8‚

6'-10

6'-10


~

~

























BARRIER RAIL NOTES:

26

26

6d3

3'-

4

3'-

5

2'-

10

3`@`1'-0?@0'-6

2'-7

8`SPA.`@`0'-6=4'-0 8`SPA.`@`0'-6=4'-0?? SPA. @ 1'-0 = ??; ?? - 5c1 & ?? - 5c2

6d3

6d3

6d3

CONCRETE BARRIER RAIL QUANTITIES TOTAL ITEM UNIT

LIN. FT. CONCRETE BARRIER RAILING, 3'-8

3• 8•

…

TY

P.

36

EQ

UA

LS

PA.-

6d

SP

ACI

NG

3'-

8

2'-

10

3'-

7†

6d

4E

Q.

SP

A.=

2'-

0-

6d

BA

R

6d

3`@`1'-0 ?@0'-6


3'-5 7

16

16

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1018

D -

THIS

SH

EE

T IS

SU

ED 11-07.





CO

RR

EC

TI

ON 04-14 -

AD

DE

D

NO

TE

TO I

NC

LU

DE

REI

NF.

ST

EE

L

TO

TH

E

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

EN

D

SE

CT.

QT

Y.

FR

OM

BA

R

LIS

T

&

CO

NC.

PL

CM

NT.

SU

MM

AR

Y.

COUNTY




8/29/2016 12:34:03 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1018S 11x17_pdf.pltcfg


PART PLAN VIEW

SECTION I-I

ƒ"

PART ELEVATION VIEW

I

I

INTERSECTION

LINES OF

5c2

5c1 5c4 5d1 5c1 5c1

FACE)

5c3 ( BACK5c3 (BACK FACE) 5c14 (FRONT FACE)

5d1

FACE)

5c14 (FRONT

ROADWAY WIDTH

5c2

PART SECTION C-C

*

*

5c1

5d1

4

EQ

UA

L S

PA. - 5d

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

3

3

1"

2'-

10

ROADWAY WIDTH

5c15

PART SECTION G-G

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*

5c4

5d1

4

EQ

UA

L S

PA. - 5d

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

ROADWAY WIDTH

PART SECTION H-H

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*

5c4

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

5c3

TOP AND SIDES

JOINT SEALER ON

COATING

BOND BREAKING

ING COATING.

OF BOND BREAK-

INDICATES AREA

HATCHED AREA


PART SECTION OF BARRIER RAIL BARRIER RAIL NOTES:


5c1

5c4

5d1

5d2

5c1

5c4

5d3

5d4

2

5'-11

5'-11

2

16



SECTION TOTAL

ITEM UNIT QUANTITY

LIN. FT.

STANDARD SECTION

SPECIAL SECTION A

SPECIAL SECTION B

TOTAL ( CU. YD. )


BENT BAR DETAILS

5

D=3ƒ

5c3

7

D=3ƒ

5c16

5c1

D=4ƒ

D=3ƒ

8‚ 1…

2'-

7

2'-

4

2'-

0ƒ

6‚

5Š

7

8‰

1'-

10„

5c2

1'-0

D=3ƒ

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

5c16

IN

TE

RS

EC

TI

ON

POI

NT

OF





ROADWAY WIDTH

PART SECTION F-F

*

*

5c1

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

5c3

1'-

6

MI

N. 5c14

IN

TE

RS

EC

TI

ON

POI

NT

OF

(TYPICAL)

‚" MIN.





5c3 5c3 5c1

5c1 5c1

5c4

5c2

5c2

5d1

5c1

JOINT

CONSTRUCTION


END OF SLAB

END OF SLAB

CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

@ 5O° F.

MIN. LAP

@ 5O° F.

5c1

F

F

C

C F

F

-5c1; -5c3;

-5c14 -5c14

JOINT

CONSTRUCTION


2 2

SPECIAL SECTION B

H

H

5d4

5d3

5c4

5d2

G

G

SPECIAL SECTION A

5c15

5c16 (FRONT FACE)

2'-2

END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

5c14 5c14

5d2

MI

N.

1'-

6

D=3ƒ

7

2'-

0•

5c14

7‚

6‹ 1

'-2„

1‡

5

4

5d 5d

4

EQ

UA

L S

PA. - 5d

SP

ACI

NG

4

EQ

UA

L S

PA. - 5d

SP

ACI

NG

5

8

1'-

7

7

D=3ƒ

5c15

1'-

5

5c4

2'-

7

2'-

8

6

7

D=3ƒ

D=4ƒ

6'-4 13

GRADE.






















SPA. @ 1'-0 = ; - 5c1 & 5c2

-5c1; -5c3;

6`}

STANDARD SHEET 1018S (L.A. SKEW)

SPA. @ SPA. @

5d3



5c4

5c155c2

2'-

10

2'-

10

18


5c2

5c3

5c3

2 10

2

6'-0

5c16

5c14

5c14

5c15

3'-10

3'-10

4'-8

3'-5 7

3'-3

3'-3



EPOXY COATED REINF. STEEL - TWO RAILS

STAINLESS STEEL REINF. STEEL - TWO RAILS

SE

CT.

A

SP

EC.

SE

CTI

ON

S

ST

AN

DA

RD

SE

CT

S.

ST

D.

SE

CT.

A

SP

ECI

AL

SE

CTI

ON

B

SP

ECI

AL

SE

CTI

ON

B

SP

ECI

AL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, LONGITUDINAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, LONGITUDINAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

ALL BARRIER RAIL REINFORCING STEEL IS TO BE EITHER EPOXY COATED OR

DEFORMED BAR GRADE 60 MEETING THE REQUIREMENTS OF MATERIALS I.M. 452.

STAINLESS STEEL AS SHOWN. THE STAINLESS STEEL REINFORCING STEEL SHALL BE

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN - 1018S -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c2, 5c3

&

5c14-16

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.



COUNTY




8/29/2016 12:34:05 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1018SA 11x17_pdf.pltcfg


PART PLAN VIEW

SECTION I-I

ƒ"

PART ELEVATION VIEW

I

I

INTERSECTION

LINES OF

5c3 5c3 5c1

5c1 5c1

5c4

5c2

5c2

5d1

5c1

JOINT

CONSTRUCTION



CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

5c2

5c1 5c4 5d1 5c4 5c1 5c1

FACE)

5c3 ( BACK5c3 (BACK FACE)

5d2

5c14 (FRONT FACE)

@ 5O° F.

MIN. LAP

5d1

@ 5O° F.

5c1

F C

C F

F JOINT

CONSTRUCTION


2 2

SPECIAL SECTION A

G

G

5d25d4

H

H

SPECIAL SECTION B

FACE)

5c14 (FRONT5c16 (FRONT FACE)

2'-2

ROADWAY WIDTH

5c2

PART SECTION C-C

*

*

5c1

5d1

4

EQ

UA

L S

PA. - 5d

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

3

3

1"

2'-

10

TOP AND SIDES

JOINT SEALER ON

COATING

BOND BREAKING

ING COATING.

OF BOND BREAK-

INDICATES AREA

HATCHED AREA

5c15 5c16

5c4 5d3

5c15

5d



END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL



SECTION TOTAL

ITEM UNIT QUANTITY

LIN. FT.

STANDARD SECTION

SPECIAL SECTION A

SPECIAL SECTION B

TOTAL ( CU. YD. )


BENT BAR DETAILS

5

D=3ƒ

5c3

7

D=3ƒ

5c16

5c1

D=4ƒ

D=3ƒ

8‚ 1…

2'-

7

2'-

4

2'-

0ƒ

6‚

5Š

7

8‰

1'-

10„

5c2

1'-0

D=3ƒ

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

5c14 5c14

IN

TE

RS

EC

TI

ON

POI

NT

OF





ROADWAY WIDTH

PART SECTION F-F

*

*

5c1

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

5c3

1'-

6

MI

N. 5c14

IN

TE

RS

EC

TI

ON

POI

NT

OF

(TYPICAL)

‚" MIN.

?-5c14

?-5c1; ?-5c3;

?-5c14

?-5c1; ?-5c3;





D=3ƒ

7

2'-

0•

5c14

7‚

6‹ 1

'-2„

1‡

5

4

5c4

2'-

7

2'-

8

6

7

D=3ƒ

D=4ƒ

5

8

1'-

7

7

D=3ƒ

5c15

1'-

5

4

EQ

UA

L S

PA. - 5d

SP

ACI

NG

5d

ROADWAY WIDTH

5c15

PART SECTION G-G

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*

5c4

5d1

4

EQ

UA

L S

PA. - 5d

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

ROADWAY WIDTH

PART SECTION H-H

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*

5c4

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

5c3 5c16

MI

N.

1'-

6

5d

4

EQ

UA

L S

PA. - 5d

SP

ACI

NG

F

BARRIER RAIL NOTES:

GRADE.






















SPA. @ 1'-0 = ; - 5c1 & 5c2

6`}

SPA. @ SPA. @



2'-

10

2'-

10

5d2


5c1

5c4

5d1

5d2

5c1

5c4

5d3

5d4

2

5'-11

5'-11

2

16

6'-4 13

18


5c2

5c3

5c3

2 10

2

6'-0

5c16

5c14

5c14

5c15

3'-10

3'-10

4'-8

3'-5 7

3'-3

3'-3





SE

CT.

A

SP

EC.

SE

CT.

A

SP

EC.

SE

CT

S.

ST

D.

SE

CTI

ON

S

ST

AN

DA

RD

SE

CTI

ON

B

SP

ECI

AL

SE

CTI

ON

B

SP

ECI

AL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, LONGITUDINAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, LONGITUDINAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

STANDARD SHEET 1018SA (R.A. SKEW)

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN - 1018S

A -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c2, 5c3, 5c14-16

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.






COUNTY




8/29/2016 12:34:07 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1018SC1 11x17_pdf.pltcfg

5c1

5c4

6d1

JOINT

CONSTRUCTION



CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

5c2

5c46d15c4 5c1

FACE)


@ 5O° F.

MIN. LAP

6d1

@ 5O° F.

5c1

F C

C

F JOINT

CONSTRUCTION

2 2

SPECIAL SECTION A

G

G

6d2

6d2

H

SPECIAL SECTION B

FACE)

5c14 (FRONT

PART SECTION C-C

5c4

5c15



END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL




PART SECTION F-F PART SECTION G-G PART SECTION H-H

F

6`}


F H

ROADWAY WIDTH

5c2

*

*

5c1

6d1

1'-7

2

3

3

3•

…

TY

P.

5

5

7

8•

10

R=10"

R=1•"

3

3

1" 5c3 5c14

3'-

7†

2'-

10

3'-

8

5c15

5

3'-

7†

6d1

5c4

ROADWAY WIDTH 1'-7

23•5 8•

R=10"

…

TY

P.

3

2'-

10

3'-

8

R=1•"

73

*

*10

5c35

3

5c4

ROADWAY WIDTH

25

73

*

*10 R=1•"

R=10"

1'-

6

MI

N.

5c16

*

*

1'-7

2

3

3

…

TY

P.

5

5

7 10

R=10"

R=1•"

1'-

6

MI

N.

VA

RIE

S 2'-

9†

TO 3'-

7†

VA

RIE

S 2'-

0

TO 2'-

10


5c3

5c14

5c3

5c14

DESIGN TEAM



SP

ECI

AL S

EC

TI

ON

VA

RIE

S 2'-

10

TO 3'-

8

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

5c16 (FRONT FACE)

4'-0 TYP.

6E

QU

AL

SP

A.-

6d1

SP

ACI

NG

6E

QU

AL

SP

A.-

6d1

SP

ACI

NG

?-5c; ?-5c3;

?-5c14

5c3

5c14

5c16

6

5c5 5c75c6

5c8

5c1

5c25c15

5c2

5c14

5c3

?-5c; ?-5c3;

?-5c14

6

5c

5c 5c

5c8

5c7

5c65c5

5c1

5c5-5c8

6d3

6d3

2'-7

6d3

…

TY

P.

3`@`1'-0 ?`@`0'-6

8`SPA.`@`0'-6=4'-0 8`SPA.`@`0'-6=4'-0?? SPA. @ 1'-0 = ??; ?? - 5c1 & ?? - 5c2

3`@`1'-0?@0'-6

6d 6d

4E

Q.

SP

A.=

2'-

0-

6d

BA

R

3'-

8

2'-

10

6

EQ.

SP

A. - 6d

BA

R

3'-

7†

3• 8•ROADWAY WIDTH

STANDARD SHEET 1018SC1 (R.A. SKEW)

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

SEE STANDARD SHEET 1018SC2.

FOR BAR LISTS, NOTES AND DETAILS NOT SHOWN,

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN - 1018S

A -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c2, 5c3, 5c14-16

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.

3'-8 BARRIER RAIL - (R.A.) SKEWED STUB ABUT. WITH WING EXTENSIONS (`1 OF 2`) COUNTY




8/29/2016 12:34:08 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1018SC2 11x17_pdf.pltcfg


PART PLAN VIEW

SECTION I-I

ƒ"

PART ELEVATION VIEW

I

I

TOP AND SIDES

JOINT SEALER ON

COATING


OF BOND BREAK-

INDICATES AREA

HATCHED AREA


5c1

5c4

6d1

5c1

6d2

5c1

5c4

2

2



SECTION

TOTAL ITEM UNIT

QUANTITY

LIN. FT.

STANDARD SECTION

SPECIAL SECTION A

SPECIAL SECTION B

TOTAL ( CU. YD. )

BENT BAR DETAILS 5

D=3ƒ

5c3

7

D=3ƒ

D=3ƒD

IM

EN

SI

ON

A

DI

ME

NSI

ON

B

6‚

5Š

7

5c2

1'-0

D=3ƒ

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹


(TYPICAL)

‚" MIN.

D=3ƒ

7

2'-

0•

5c14

7‚

6‹ 1

'-2„

1‡

5

4

5c4

7

D=3ƒ

5

8

1'-

7

7

D=3ƒ

1'-

5

BARRIER RAIL NOTES:
















DESIGN TEAM


5c15

5c16

2'-

10

5c5

5c6

5c7

5c8

2

2

2

2

5c5

5c6

5c7

5c8

2

2

2

2

5c BARS


5c1

5c5

5c6

5c7

5c8

DI

ME

NSI

ON

D

DI

M. C

D=3ƒ

D=3ƒ




2„

6†

3'-3Ž 3'-1Š

3'-2Œ

3'-0ˆ

3'-0

2'-8• 2'-10Œ

2'-7‚ 2'-9Š

2'-9Œ

2'-9Œ

2'-7ˆ

2'-7ˆ

2'-4Œ

2'-4ƒ

2'-2‚

2'-6‡

2'-4…

2'-1‡1'-11‡

5c

7'-5

7'-5

7'-3

6'-5

6'-0 13

13

14

15

15

14

13

136'-0

6'-5

7'-3

5

7'-9

7'-9

8‚

6'-10

6'-10

7'-5


~

~






16

16

6d3

3'-

4

3'-

5

2'-

10

26

26





5c2

5c3

5c3

2 10

2

6'-0

5c16

5c14

5c14

5c15

3'-10

3'-10

4'-8

3'-5 7

3'-3

3'-3


EPOXY STEEL TOTAL WEIGHT (LBS.)

STANDARD SHEET 1018SC2 (R.A. SKEW)



SE

CTI

ON

A

SP

ECI

AL

SE

CTI

ON

B

SP

ECI

AL

SE

CT.

A

SP

ECI

AL

SE

CTI

ON

B

SP

ECI

AL

SE

CTI

ON

S

ST

AN

DA

RD

SE

CTI

ON

S

ST

AN

DA

RD

RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL, TOP SLOPED ENDS




RAIL, LONGITUDINAL

RAIL, VERTICAL

RAIL, VERTICAL





RAIL, LONGITUDINAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN - 1018S

C2 -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c2, 5c3, 5c14-16

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.

SEE STANDARD SHEET 1018SC1.

FOR DETAILS AND SECTION LOCATIONS NOT SHOWN,

3.46 SQUARE FEET EXCEPT THE 4'-0 SLOPED ENDS AT THE SPECIAL SECTIONS.






3'-8 BARRIER RAIL - (R.A.) SKEWED STUB ABUT. WITH WING EXTENSIONS (`2 OF 2`) COUNTY




8/29/2016 12:34:09 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1018SD1 11x17_pdf.pltcfg

5c1 6d1

JOINT

CONSTRUCTION



CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

5c2

5c46d15c4 5c1

FACE)


@ 5O° F.

MIN. LAP

6d1

@ 5O° F.

5c1

F C

C

F JOINT

CONSTRUCTION

2 2

SPECIAL SECTION A

6d2

6d2

SPECIAL SECTION B

FACE)

5c14 (FRONT

PART SECTION C-C



END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL




PART SECTION F-F PART SECTION G-G PART SECTION H-H

F

6`}


F

ROADWAY WIDTH

5c2

*

*

5c1

6d1

1'-7

2

3

3

3•

…

TY

P.

5

5

7

8•

10

R=10"

R=1•"

3

3

1"

5c3 5c14

3'-

7†

2'-

10

3'-

8

5c15

5

3'-

7†

6d1

5c4

ROADWAY WIDTH 1'-7

23•5 8•

R=10"

…

TY

P.

3

2'-

10

3'-

8

R=1•"

73

*

*10

5c35

5c4

ROADWAY WIDTH 1'-7

25

73

*

*10 R=1•"

R=10"

1'-

6

MI

N.

5c16

ROADWAY WIDTH

*

*

1'-7

2

3

3

…

TY

P. 5

5

7

10

R=10"

R=1•"

1'-

6

MI

N.

VA

RIE

S 2'-

9†

TO 3'-

7†

VA

RIE

S 2'-

0

TO 2'-

10


5c3

5c14

5c3

5c14

DESIGN TEAM



SP

ECI

AL S

EC

TI

ON

VA

RIE

S 2'-

10

TO 3'-

8

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

4'-0 TYP.

6E

QU

AL

SP

A.-

6d1

SP

ACI

NG

6E

QU

AL

SP

A.-

6d1

SP

ACI

NG

?-5c; ?-5c3;

?-5c14

5c3

5c14

5c15

6

5c5 5c75c6

5c8

5c1

5c25c16

5c2

5c14

5c3

?-5c; ?-5c3;

?-5c14

6

5c

5c 5c

5c8

5c7

5c65c5

5c1

5c4

5c4

G

G

H

H

5c155c16 (FRONT FACE)

5c5-5c8

3`@`1'-0?@0'-6

2'-7

8`SPA.`@`0'-6=4'-0 8`SPA.`@`0'-6=4'-0?? SPA. @ 1'-0 = ??; ?? - 5c1 & ?? - 5c2

6d3

6d3

6d3

3• 8•

…

TY

P.

36

EQ

UA

LS

PA.-

6d

SP

ACI

NG

3'-

8

2'-

10

3'-

7†

6d

4E

Q.

SP

A.=

2'-

0-

6d

BA

R

6d

3`@`1'-0 ?@0'-6

STANDARD SHEET 1018SD1 (L.A. SKEW)

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1018S

D1 -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c2, 5c3, 5c14-16

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.

SEE STANDARD SHEET 1018SD2.


3'-8 BARRIER RAIL - (L.A.) SKEWED STUB ABUT. WITH WING EXTENSIONS (`1 OF 2`) COUNTY




8/29/2016 12:34:11 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1018SD2 11x17_pdf.pltcfg


PART PLAN VIEW

SECTION I-I

ƒ"

PART ELEVATION VIEW

I

I

TOP AND SIDES

JOINT SEALER ON

COATING


OF BOND BREAK-

INDICATES AREA

HATCHED AREA


5c1

5c4

6d1

5c1

6d2

5c1

5c4

2

2



SECTION

TOTAL ITEM UNIT

QUANTITY

LIN. FT.

STANDARD SECTION

SPECIAL SECTION A

SPECIAL SECTION B

TOTAL ( CU. YD. )

BENT BAR DETAILS 5

D=3ƒ

5c3

7

D=3ƒ

D=3ƒD

IM

EN

SI

ON

A

DI

ME

NSI

ON

B

6‚

5Š

7

5c2

1'-0

D=3ƒ

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹


(TYPICAL)

‚" MIN.

D=3ƒ

7

2'-

0•

5c14

7‚

6‹ 1

'-2„

1‡

5

4

5c4

7

D=3ƒ

5

8

1'-

7

7

D=3ƒ

1'-

5

BARRIER RAIL NOTES:

















5c15

5c16

2'-

10

5c5

5c6

5c7

5c8

2

2

2

2

5c5

5c6

5c7

5c8

2

2

2

2

5c BARS


5c1

5c5

5c6

5c7

5c8

DI

ME

NSI

ON

D

DI

M. C

D=3ƒ

D=3ƒ




2„

6†

3'-3Ž 3'-1Š

3'-2Œ

3'-0ˆ

3'-0

2'-8• 2'-10Œ

2'-7‚ 2'-9Š

2'-9Œ

2'-9Œ

2'-7ˆ

2'-7ˆ

2'-4Œ

2'-4ƒ

2'-2‚

2'-6‡

2'-4…

2'-1‡1'-11‡

5c

7'-5

7'-5

7'-3

6'-5

6'-0

15

14

13

136'-0

6'-5

7'-3

5

7'-9

7'-9

8‚

6'-10

6'-10

7'-5


~

~






16

16

6d3

3'-

4

3'-

5

2'-

10

26

26





5c2

5c3

5c3

2 10

2

6'-0

5c16

5c14

5c14

5c15

3'-10

3'-10

4'-8

3'-5 7

3'-3

3'-3



STANDARD SHEET 1018SD2 (L.A. SKEW)

SE

CTI

ON

B

SP

ECI

AL

SE

CTI

ON

A

SP

ECI

AL

SE

CT.

A

SP

ECI

AL

SE

CTI

ON

B

SP

ECI

AL



SE

CTI

ON

S

ST

AN

DA

RD

SE

CTI

ON

S

ST

AN

DA

RD

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, VERTICAL

RAIL, VERTICAL





RAIL, LONGITUDINAL

RAIL, VERTICAL





RAIL, LONGITUDINAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

SEE STANDARD SHEET 1018SD1.


EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN - 1018S

D2 -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c2, 5c3, 5c14-16

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.







3'-8 BARRIER RAIL - (L.A.) SKEWED STUB ABUT. WITH WING EXTENSIONS (`2 OF 2`) COUNTY





BARRIER RAIL-INTEGRAL ABUTMENT-URBAN APPROACH SLAB WITH CURB

SECTION MARK SIZE LENGTHNO.SHAPELOCATION

EPOXY REINFORCING STEEL - TWO RAILSEND TO END OF BARRIER RAIL ( BID LENGTH )

CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

MIN.LAP

(BOTH FACE)

5d2 (FIELD BEND)2'-1

7'-0 END SECTION

JOINT

CONSTRUCTION

(6'-7)

STANDARD BARRIER RAIL SECTION 7'-0 END SECTION

JOINT

CONSTRUCTION

INTERSECTION

LINES OFD

D

ST

AN

DA

RD

SE

CTI

ON

S

4

EN

D

SE

CTI

ON

S

5

5

5

5

5

RAIL, VERTICAL

RAIL TO SLAB

RAIL, LONGITUDINAL

RAIL TO ABUTMENT

RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, LONGITUDINAL

48

4

VARIES

VARIES

MARK "X" LENGTH

NOTE : ALL DIMENSIONS ARE OUT TO OUT. D=PIN DIAMETER



STANDARD SECTION

SECTION TOTAL

ITEM UNITS QUANTITY

LF

CONSTRUCTION INACCURACIES.

DIMENSION MAY VARY DUE TO

FOR THIS DIMENSION. THIS

DENOTES THE MAXIMUM VALUE*

32'-

0

2 2•

1'-7 ( LEVEL )

…"

2'-

4

"X"

1'-

7

1'-

52

2'-

4

7'-0 END SECTION

4 SPACES @ 1'-9 = 7'-0

3*

2'-

0

2•

2

1'-

7

7'-0

E E

A

A

B

B

C

C

1'-6

( EACH FACE )

"5d"


PART PLAN VIEW

(TYPICAL)

BOND BREAKING

COATING

PART ELEVATION VIEW

COATING.

OF BOND BREAKING

INDICATES AREA

HATCHED AREA

ƒ"

SIDES

ON TOP AND

JOINT SEALER

BARRIER RAIL NOTES :TOP OF THE BARRIER RAIL IS TO BE PARALLEL TO THE THEORETICAL | GRADE.

MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING BAR

ALL BARRIER RAIL REINFORCING IS TO BE EPOXY COATED.

COST OF THE JOINT SEALER AND BOND BREAKER SHALL BE CONSIDERED INCIDENTAL

TO OTHER CONSTRUCTION.

THE PERMISSIBLE CONSTRUCTION JOINTS ARE TO BE PLACED BETWEEN VERTICAL

BE COATED WITH AN APPROVED BOND BREAKER.

5c1

2'-

4

1…

5c2

1'-0

3ƒ

2'-

0

ROADWAY WIDTH 1'-7 (LEVEL)

5c2

1" 3

3

POI

NT

OF

IN

TE

RS

EC

TI

ON

2'-

0

*

*

5c1

5d1

…

TY

P.

4

EQ

UA

L S

PS. - 5d1 S

PA

CI

NG

6'-0

TOTAL ( LB )


5c2

1"

3

3

POI

NT

OF

IN

TE

RS

EC

TI

ON 2'-

0

*

*

"5c"

5d3

…

TY

P.

"5c"

VA

RIE

S

32

(4'-8)

(5'-8)

FR

ON

T

BA

CK

5 RAIL TO ABUTMENT

5

5

24

4

6'-0

5'-7

7'-0

1'-6

2'-4

2'-6

3'-2

3'-8

5c3

1'-0

3ƒ

5c2

"5c""5c"


STANDARD SHEET 1019A

6}

(3'-4)

‚" MIN.

6

1'-

3•

7

2

7

2'-

10

BEVELED KEYWAY

1x4x5'-6

59•

10 6

9• 5

6 5•

7

2'-

10

10

7

IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.

2 9• 2• 5

3

2'-

9†

6•

6•

7•

5

2'-

10

7

73

10

3

2'-

9†

5

2 9• 2• 5

37

2'-

10

10

D=3ƒ

D=4ƒ

8‚

1'-

10„

5Š

7

6

6‹

D=3ƒ

5•

5•

77‚

7‚

9Ž

5‚

D=4ƒ

88

5•

5•

74ƒ

4ƒ

D=3ƒ

1'-

9•

6‹

9Ž

5‚

1'-10•

2'-2•

2'-6•

2'-10

3'-5•

3'-9•

3'-10‚

R=10"

R=1•"

R=10"

R=1•"

R=10"

R=1•"

5 SPA. @ 10" = 4'-2 ;

TOTAL ( CU. YD )

5c1

5c1

5c2

5c2

5c2

5c2

5c2

5c2

5c2

5c2

5c3

5c3

5c3

5c3

5c4

5c4

6- 5c2 & 6- 5c4-9

5c4

5c4-9

5c4-9

5c5

5c6

5c7

5c8

5c9

5c9 (BOTH FACE)

5c9

5d1

5d1

5d1

5d2

5d2

5d2

5d3 (BOTH FACE)

5d3

5d3

150

24

176

31

170


PART ELEVATION

PART PLAN VIEW

PART SECTION E-E

END SECTION DETAILS

VIEW A-A SECTION B-B SECTION C-C SECTION D-D

BENT BAR DETAILS

@ 0.1048 CU. YD. PER FT.

WEIGHT

SPA. @ 1'-0 = ; - 5c1 & 5c2

ALL EXPOSED CORNERS 90° OR SHARPER ARE TO BE FILLETED WITH A ƒ" DRESSED

AND BEVELED STRIP.

2.83 SQUARE FEET.

CROSS SECTIONAL AREA OF THE STANDARD SECTION OF THE BARRIER RAIL =

BARS AT A MINIMUM SPACING OF 20'-0 FEET. CONSTRUCTION JOINT SURFACES ARE TO

THE CONCRETE BARRIER RAIL IS TO BE BID ON A LINEAL FOOT BASIS. THE NUMBER

THE NUMBER OF LINEAR FEET OF BARRIER RAIL INSTALLED WILL BE PAID FOR AT THE

CONTRACT PRICE PER LINEAL FOOT BASED ON PLAN QUANTITIES. THE PRICE BID FOR

"CONCRETE BARRIER RAILING" SHALL BE FULL COMPENSATION FOR FURNISHING ALL

EQUIPMENT, LABOR AND MATERIAL, EXCEPT REINFORCING STEEL, REQUIRED TO ERECT

THE RAIL IN ACCORDANCE WITH THESE PLANS AND CURRENT STANDARD SPECIFICATIONS.



STANDARD

SECTION

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1019

A -

THIS

SH

EE

T IS

SU

ED 09-03

5'-11

8‰

2'-

7

2'-

0ƒ



CO

RR

EC

TI

ON 04-14 -

AD

DE

D

NO

TE

TO I

NC

LU

DE

REI

NF.

ST

EE

L

TO

TH

E

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

CL.

D

CO

NC.

FR

OM

NO

TE

S.

COUNTY




8/29/2016 12:34:13 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1019B 11x17_pdf.pltcfg


EPOXY REINFORCING STEEL - TWO RAILSEND TO END OF BARRIER RAIL ( BID LENGTH )

CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

MIN.LAP

SPECIAL SECTION A

2'-1

7'-0 END SECTION

SPA. @ SPA. @

SPECIAL SECTION BSTANDARD BARRIER RAIL SECTION 7'-0 END SECTION

JOINT

CONSTRUCTION

INTERSECTION

LINES OFD

D

E

E

ST

AN

DA

RD

SE

CTI

ON

S

4

EN

D

SE

CTI

ON

S

SP

ECI

AL

SE

CTI

ON

S

5

5

5

5

5

5

5

5

5 RAIL, LONGIT. - SPECIAL SECTION B

RAIL, LONGIT. - SPECIAL SECTION A

RAIL, VERTICAL

RAIL TO SLAB

RAIL, LONGITUDINAL

RAIL TO ABUTMENT

RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, LONGITUDINAL

RAIL, VERTICAL

RAIL TO ABUTMENT

24

4

32

18

18

VARIES

VARIES



STANDARD SECTION

SECTION TOTAL

END SECTIONS

SPECIAL SECTION A

SPECIAL SECTION B

ITEM UNITS QUANTITY

LF

*

1'-

7

1'-

52

2'-

4

7'-0 END SECTION

4 SPACES @ 1'-9 = 7'-0

3*

2'-

0

2•

2

1'-

7

7'-0

F F

A

A

B

B

C

C

1'-6

( EACH FACE )

"5d"

2

(BOTH FACE)

5d2 (FIELD BEND)

JOINT

CONSTRUCTION

(3'-4)

(4'-8)

32'-

0

2 2•

1'-7 ( LEVEL )

…

2'-

4


5c2

1"

3

3

POI

NT

OF

IN

TE

RS

EC

TI

ON 2'-

0

*

*

5c1

5d1

…

TY

P.

4

EQ

UA

L S

PS. - 5d1 S

PA

CI

NG


5c2

1"

3

3

POI

NT

OF

IN

TE

RS

EC

TI

ON 2'-

0

*

*

"5c"

5d3

…

TY

P.

"5c"

VA

RIE

S

FR

ON

T

BA

CK

5c2

"5c""5c"


5c2

1"

3

3

POI

NT

OF

IN

TE

RS

EC

TI

ON 2'-

0

*

*

5c1

5d4

…

TY

P.

4

EQ

UA

L S

PS. - 5d4 S

PA

CI

NG

RAIL TO ABUTMENT

5

5

5

4

48

6'-0

5'-7

7'-0

TOTAL ( LB )

5'-9

6'-0

5'-9

6'-0


(5'-8)

(6'-7)

6}

71'-

3•

6

7

2'-

10

BEVELED KEYWAY

1x4x5'-6

9•

5

10 6

9• 5

6 5•

7

2'-

10

10

7

2'-

9†

3

6•

6•

7•

57

2 9• 2• 5

37

10

2'-

10

5

2'-

9†

3

2 9• 2• 5

3

7

10

2'-

10

2'-

9†

5

3

2 9• 2• 5

R=10"

37

10

2'-

10

STANDARD SHEET 1019B

5 SPA. @ 10" = 4'-2 ;

R=10"

R=1•"

R=10"

R=1•"

R=10"

R=1•"

R=1•"

TOTAL ( CU. YD )

2.16

5c1

5c1

5c1

5c1

5c2

- 5c1 & 5c2 - 5c1 & 5c2

5c2

5c2

5c2

5c2

5c2

5c25c2

5c2

5c2 5c2

5c3

5c3

5c3

5c3

5c4-9

6- 5c2 & 6- 5c4-9

5c4

5c4

5c9

5c9 (BOTH FACE)

5d1

5d1

5d2

5d2

5d2

5d3

5d3 (BOTH FACE)

5d3

5d4

5d4

5d5

5d5

150

24

176

31

170

@ 0.1048 CU. YD PER FT.

@ 0.1048 CU. YD PER FT.

@ 0.1048 CU. YD PER FT.

4 AT 0.540 CU. YDS.

WEIGHT


END SECTION DETAILS

VIEW A-A SECTION B-B SECTION C-C SECTION D-D SECTION E-E

PART PLAN VIEW

PART ELEVATION

PART SECTION F-F


PART PLAN VIEW

(TYPICAL)

BOND BREAKING

COATING

PART ELEVATION VIEW

COATING.

OF BOND BREAKING

INDICATES AREA

HATCHED AREA

ƒ"

SIDES

ON TOP AND

JOINT SEALER



ALL BARRIER RAIL REINFORCING IS TO BE EPOXY COATED.





‚" MIN.



AND BEVELED STRIP.

2.83 SQUARE FEET.











SPA. @ 1'-0 = ; - 5c1 & 5c2

BARR. RAIL-STUB ABUT. - WING EXT. 0° SKEW`-ÙRBAN APPR. SLAB WITH CURB

SECTION

SPECIAL

DIMENSION MAY VARY DUE TO CONSTRUCTION INACCURACIES.

DENOTES THE MAXIMUM VALUE FOR THIS DIMENSION. THIS

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1019

B -

THIS

SH

EE

T IS

SU

ED 09-03

MARK "X" LENGTH


"X"

5c1

2'-

4

1…

5c2

1'-0

3ƒ

2'-

0

1'-6

2'-4

2'-6

3'-2

3'-8

5c3

1'-0

3ƒD=3ƒ

D=4ƒ

8‚

1'-

10„

5Š

7

6

6‹

D=3ƒ

5•

5•

77‚

7‚

9Ž

5‚

D=4ƒ

88

5•

5•

74ƒ

4ƒ

D=3ƒ

1'-

9•

6‹

9Ž

5‚

1'-10•

2'-2•

2'-6•

2'-10

3'-5•

3'-9•

3'-10‚

5c4

5c4-9

5c5

5c6

5c7

5c8

5c9

BENT BAR DETAILS

8‰

2'-

7

2'-

0ƒ



CO

RR

EC

TI

ON 04-14 -

AD

DE

D

NO

TE

TO I

NC

LU

DE

REI

NF.

ST

EE

L

TO

TH

E

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

CL.

D

CO

NC.

FR

OM

NO

TE

S.

COUNTY





BARRIER RAIL-INTEGRAL ABUTMENT-URBAN APPROACH SLAB WITH CURB

END TO END OF BARRIER RAIL ( BID LENGTH )

CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

MIN.LAP

(BOTH FACE)

5d2 (FIELD BEND)2'-1

7'-0 END SECTION

JOINT

CONSTRUCTION

(6'-7)

STANDARD BARRIER RAIL SECTION 7'-0 END SECTION

JOINT

CONSTRUCTION

INTERSECTION

LINES OFD

D

MARK "X" LENGTH




STANDARD SECTION

SECTION TOTAL

ITEM UNITS QUANTITY

LF




DENOTES THE MAXIMUM VALUE*

32'-

0

2 2•

1'-7 ( LEVEL )

…"

2'-

4

"X"

1'-

7

1'-

52

2'-

4

7'-0 END SECTION

4 SPACES @ 1'-9 = 7'-0

3*

2'-

0

2•

2

1'-

7

7'-0

E E

A

A

B

B

C

C

1'-6

( EACH FACE )

"5d"


PART PLAN VIEW

(TYPICAL)

BOND BREAKING

COATING

PART ELEVATION VIEW

COATING.

OF BOND BREAKING

INDICATES AREA

HATCHED AREA

ƒ"

SIDES

ON TOP AND

JOINT SEALER







5c1

2'-

4

1…

5c2

1'-0

3ƒ

2'-

0


5c2

1" 3

3

POI

NT

OF

IN

TE

RS

EC

TI

ON

2'-

0

*

*

5c1

5d1

…

TY

P.

4

EQ

UA

L S

PS. - 5d1 S

PA

CI

NG

(4'-8)

(5'-8)

FR

ON

T

BA

CK

1'-6

2'-4

2'-6

3'-2

3'-8

5c3

1'-0

3ƒ


6}

(3'-4)

‚" MIN.

6

1'-

3•

7

2

7

2'-

10

BEVELED KEYWAY

1x4x5'-6

59•

10 6

9• 5

6 5•

7

2'-

10

10


3

2'-

9†

5

2 9• 2• 5

37

2'-

10

10

D=3ƒ

D=4ƒ

8‚

1'-

10„

5Š

7

6

6‹

D=3ƒ

5•

5•

77‚

7‚

9Ž

5‚

D=4ƒ

88

5•

5•

74ƒ

4ƒ

D=3ƒ

1'-

9•

6‹

9Ž

5‚

1'-10•

2'-2•

2'-6•

2'-10

3'-5•

3'-9•

3'-10‚

R=10"

R=1•"

R=10"

R=1•"

5 SPA. @ 10" = 4'-2 ;

TOTAL ( CU. YD )

5c1

5c2

5c2

5c2

5c2

5c2

5c2

5c3

5c3

5c3

5c4

5c4

6- 5c2 & 6- 5c4-9

5c4

5c4-9

5c5

5c6

5c7

5c8

5c9

5c9 (BOTH FACE)

5c9

5d15d15d3 (BOTH FACE)


PART ELEVATION

PART PLAN VIEW

PART SECTION E-E

END SECTION DETAILS

VIEW A-A SECTION D-D

BENT BAR DETAILS

@ 0.1048 CU. YD. PER FT.

SPA. @ 1'-0 = ; - 5c1 & 5c2


AND BEVELED STRIP.










STANDARD

SECTION

8‰

2'-

7

2'-

0ƒ


5

5

5

RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, LONGITUDINAL

48

4

VARIES

VARIES32

5 RAIL TO ABUTMENT

5

5

24 6'-0

7'-0

5c1

5c2

5c4-9

5d1

5d2

5d3

150

176

31

170

WEIGHT

5'-11


5

5

RAIL TO SLAB

RAIL TO ABUTMENT

6'-0

4 5'-7

5c2

5c3 24

WEIGHT

ST

AN

DA

RD

SE

CTI

ON

S

SE

CTI

ON

S

4

EN

D

ST

D.

SE

CT

S.

SE

CT

S.

4

EN

D



5c2

1"

3

3

POI

NT

OF

IN

TE

RS

EC

TI

ON 2'-

0

*

*

"5c"

5d3

…

TY

P.

"5c"

VA

RIE

S

5c2

"5c"

"5c"

7

2 9• 2• 5

3

2'-

9†

6•

6•

7•

5

2'-

10

7

73

10

R=10"

R=1•"

5d2

5d2

5d3

SECTION B-B SECTION C-C


EPOXY STEEL TOTAL (LBS.)

STAINLESS STEEL TOTAL (LBS.)

STANDARD SHEET 1019SA




CROSS SECTIONAL AREA OF THE STANDARD SECTION OF THE BARRIER RAIL = 2.83

SQUARE FEET.

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1019

SA -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c2

&

5c

3

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.



COUNTY




8/29/2016 12:34:16 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1019SB1 11x17_pdf.pltcfg

END TO END OF BARRIER RAIL ( BID LENGTH )

CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

MIN.LAP

SPECIAL SECTION A

2'-1

7'-0 END SECTION

SPA. @ SPA. @

SPECIAL SECTION BSTANDARD BARRIER RAIL SECTION 7'-0 END SECTION

JOINT

CONSTRUCTION

INTERSECTION

LINES OFD

D

E

E

(BOTH FACE)

5d2 (FIELD BEND)

JOINT

CONSTRUCTION

(3'-4)

(4'-8)

32'-

0

2 2•

1'-7 ( LEVEL )

…

2'-

4


5c2

1"

3

3

POI

NT

OF

IN

TE

RS

EC

TI

ON 2'-

0

5c1

5d1

…

TY

P.

4

EQ

UA

L S

PS. - 5d1 S

PA

CI

NG

FR

ON

T

BA

CK


5c2

1"

3

3

POI

NT

OF

IN

TE

RS

EC

TI

ON 2'-

0

5c1

5d4

…

TY

P.

4

EQ

UA

L S

PS. - 5d4 S

PA

CI

NG

(5'-8)

(6'-7)

6}

9• 5

6 5•

7

2'-

10

10

5

2'-

9†

3

2 9• 2• 5

7

2'-

10

2'-

9†

5

3

2 9• 2• 5

R=10"

7

2'-

10

R=10"

R=1•"

R=10"

R=1•"

R=1•"

5c1

5c1

5c2

- 5c1 & 5c2 - 5c1 & 5c2

5c2

5c2 5c25c3

5c4

5c9 (BOTH FACE)

5d15d3 (BOTH FACE)

5d4 5d5


VIEW A-A SECTION D-D SECTION E-E

SPA. @ 1'-0 = ; - 5c1 & 5c2


5c2

1"

3

3

POI

NT

OF

IN

TE

RS

EC

TI

ON 2'-

0

"5c"

5d3

…

TY

P.

"5c"

VA

RIE

S

5c2

"5c"

"5c"

7

2 9• 2• 5

3

2'-

9†

6•

6•

7•

5

2'-

10

7

7

R=10"

R=1•"

5d2

5d2

5d3

SECTION B-BSECTION C-C

*

DIMENSION MAY VARY DUE TO CONSTRUCTION INACCURACIES.

DENOTES THE MAXIMUM VALUE FOR THIS DIMENSION. THIS

STANDARD SHEET 1019SB1

*3

*10

*10

*3

*10

*3

SEE STANDARD SHEET 1019sB2.


EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1019

SB -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c

2

&

5c3

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.

BARR. RAIL-STUB ABUT. - WING EXT. 0° SKEW`-ÙRBAN APPR. SLAB WITH CURB (`1 OF 2`) COUNTY




8/29/2016 12:34:18 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1019SB2 11x17_pdf.pltcfg



STANDARD SECTION

SECTION TOTAL

SPECIAL SECTION A

SPECIAL SECTION B

ITEM UNITS QUANTITY

LF

1'-

7

1'-

52

2'-

4

7'-0 END SECTION

4 SPACES @ 1'-9 = 7'-0

3*

2'-

0

2•

2

1'-

7

7'-0

F F

A

A

B

B

C

C

1'-6

( EACH FACE )

"5d"

2


71'-

3•

6

7

2'-

10

BEVELED KEYWAY

1x4x5'-6

9•

5

10 65 SPA. @ 10" = 4'-2 ;

TOTAL ( CU. YD )

5c2

5c25c2

5c2

5c3

5c3

6- 5c2 & 6- 5c4-9

5c4 5c9

@ 0.1048 CU. YD PER FT.

@ 0.1048 CU. YD PER FT.

@ 0.1048 CU. YD PER FT.

END SECTION DETAILS

PART PLAN VIEW

PART ELEVATION

PART SECTION F-F


PART PLAN VIEW

(TYPICAL)

BOND BREAKING

COATING

PART ELEVATION VIEW

COATING.

OF BOND BREAKING

INDICATES AREA

HATCHED AREA

ƒ"

SIDES

ON TOP AND

JOINT SEALER







‚" MIN.



AND BEVELED STRIP.

2.83 SQUARE FEET.











SECTION

SPECIAL

MARK "X" LENGTH


"X"

5c1 2'-

4

1…

5c2

1'-0

3ƒ

2'-

0

1'-6

2'-4

2'-6

3'-2

3'-8

5c3

1'-0

3ƒ

D=3ƒ

D=4ƒ

8‚

1'-

10„

5Š

7

6

6‹

D=3ƒ

5•

5•

77‚

7‚

9Ž

5‚

D=4ƒ

88

5•

5•

74ƒ

4ƒ

D=3ƒ

1'-

9•

6‹

9Ž

5‚

1'-10•

2'-2•

2'-6•

2'-10

3'-5•

3'-9•

3'-10‚

5c4

5c4-9

5c5

5c6

5c7

5c8

5c9

BENT BAR DETAILS

8‰

2'-

7

2'-

0ƒ


5

5

5

5

5 RAIL, LONGIT. - SPECIAL SECTION B


RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, LONGITUDINAL

RAIL, VERTICAL

4

32

18

18

VARIES

VARIES

5

5

5

48

7'-0

5'-9

5'-9

5c1

5c1

5c4-9

5d1

5d2

5d3

5d4

5d5

176

31

170

WEIGHT


5

5

5

5

RAIL TO SLAB

RAIL TO ABUTMENT

RAIL TO ABUTMENT

24

RAIL TO ABUTMENT 4

6'-0

5'-7

6'-0

6'-0

5c2

5c2

5c2

5c3

150

24

WEIGHT



SE

CTI

ON

S

ST

AN

DA

RD

SE

CTI

ON

S

4

EN

D

SE

CTI

ON

S

SP

ECI

AL

SE

CT

S.

4

EN

D

SE

CT

S.

ST

D

SE

CT

S.

SP

EC.

STANDARD SHEET 1019SB2



SEE STANDARD SHEET 1019SB1.





EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1019

SB2 -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c2

&

5c3

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.



BARR. RAIL-STUB ABUT. - WING EXT. 0° SKEW`-ÙRBAN APPR. SLAB WITH CURB (`2 OF 2`) COUNTY





EPOXY REINF. STEEL-TWO BARRIER RAILS

INTERSECTION

LINES OF5d1

5c1 5d1

CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

JOINT

CONSTRUCTION

7'-0 END SECTION


END TO END OF STANDARD BARRIER RAIL SECTION 7'-0 END SECTION

C

C

LAP

MIN.

ELEVATION OF BARRIER RAIL LAYOUT


PART PLAN VIEW

HATCHED AREA

INDICATES AREA

ƒ"

PART ELEVATION VIEW

OF BOND BREAKING

COATING.

5c1 5c2


VERTICAL

VERTICAL

LONGITUDINAL

ST

AN

DA

RD

SE

CTI

ON

5c1

5c2

5d1

BENT BAR DETAILS

STANDARD SECTION

TOTAL SECTION



QUANTITYUNITITEM

L.F.

TOTAL (CU. YD.)

5c2 5c2

5c1

@ 0.1052 CU.YD. PER FT.

TOTAL (LBS)

6`}

2'-2

*


ROADWAY WIDTH

5c2

PART SECTION C-C

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*

5c1

5d1

4

EQ

UA

L S

PS. - 5d

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

3

3

1"

2'-

10

1'-0

D=4ƒ

D=3ƒ

D=3ƒ

TOP AND SIDES

JOINT SEALER ON

(TYPICAL)

‚" MIN.

SPACES AT 1'-0 = ; - 5c1 & 5c2




DENOTES THE MAXIMUM VALUE

COATING

BREAKING

BOND

8‚ 1…

2'-

7

2'-

4

2'-

0ƒ

6‚

5Š

7

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

6'-0

8‰

1'-

10„

5'-11

END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

D = PIN DIAMETER.

ALL DIMENSIONS ARE OUT TO OUT.

NOTE:

BARRIER RAIL--INTEGRAL ABUTMENT BRIDGES STANDARD SHEET 1020A

BARRIER RAIL NOTES:

GRADE.

CROSS SECTIONAL AREA OF THE STANDARD SECTION OF THE BARRIER

RAIL = 2.84 SQUARE FEET.






















EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1020

A

THIS

SH

EE

T IS

SU

ED 02-00



CO

RR

EC

TI

ON 04-14 -

AD

DE

D

NO

TE

TO I

NC

LU

DE

REI

NF.

ST

EE

L

TO

TH

E

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

EN

D

SE

CT.

QT

Y.

FR

OM

BA

R

LIS

T

&

CO

NC.

PL

CM

NT.

SU

MM

AR

Y.

COUNTY






INTERSECTION

LINES OF

5c2

5c1 5d1 5c1 5c1

FACE)

5c3 ( BACK 5c14 (FRONT FACE)

5d1 5d4

5d1

CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

END OF SLAB

@ 50° F.

JOINT

EXPANSIONJOINT

CONSTRUCTION

SP. @

-5c14

7'-0 END SECTION

SPECIAL SECTION A

F

F



SPECIAL SECTION

7'-0 END SECTION

JOINT

CONSTRUCTION @ 50° F.

SP. @

B

5c3 (BACK FACE) END OF SLAB

JOINT

EXPANSION

5d5

C

C

F

F

LAP

MIN.



PART PLAN VIEW

HATCHED AREA

INDICATES AREA

ƒ" ‚" MIN.

(TYPICAL)

JOINT SEALER ON

TOP AND SIDES

PART ELEVATION VIEW

OF BOND BREAKING

COATING.


VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

LONGITUDINAL

LONGIT.- SPECIAL SECTIONS

LONGIT.- SPECIAL SECTIONS

SP

ECI

AL S

EC

TI

ON

S

(AL

L

REI

NF

OR

CI

NG

RE

QUIR

ED)

ST

AN

DA

RD

SE

CTI

ON

5c1

5c2

5d1

5c1

5c3

5d4

5d5

5'-11

A

B

STANDARD SECTION

SPECIAL SECTION A

SPECIAL SECTION B

TOTAL SECTION


QUANTITYUNITITEM

L.F.

5c1

TOTAL (CU. YD.)

TOTAL (LBS.)

FACE)

5c14 (FRONT

6`}

2'-2

3'-10


ROADWAY WIDTH

5c2

PART SECTION C-C

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*5c1

5d1

4

EQ

UA

L S

PS. - 5d

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

3

3

1"

2'-

10

5c1

5c2

5

5c3

D=3ƒ

1'-0

D=4ƒ

D=3ƒD=3ƒ

8‚ 1…

2'-

7

2'-

4

2'-

0ƒ

6‚

5Š

7

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

8‰

@ 0.1052 CU. YD. PER FT.

6'-0

COATING

BREAKING

BOND




* DENOTES THE MAXIMUM VALUE


5'-1

SPACES @ 1'-0 = ; - 5c1 & 5c2

1'-

10„

D = PIN DIAMETER.


NOTE:

BENT BAR DETAILS

END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

5c14

-5c1; -5c3;

-5c14

-5c1; -5c3;

18

18


@ 0.1052 CU. YD. PER FT.

@ 0.1052 CU. YD. PER FT.

D=3ƒ

7

2'-

0•

5c14

7‚

6‹ 1

'-2„

1‡

5

4

ROADWAY WIDTH

PART SECTION F-F

*

*

5c1

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

5c3

1'-

6

MI

N. 5c14

IN

TE

RS

EC

TI

ON

POI

NT

OF

4

EQ

UA

L S

PS. - 5d

SP

ACI

NG

5d

BARRIER RAIL NOTES:

GRADE.
























BARRIER RAIL -- 0° SKEW STUB ABUTMENTS WITH WING EXTENSIONS

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1020

B -

THIS

SH

EE

T IS

SU

ED 02-00

2'-10

3'-3



CO

RR

EC

TI

ON 04-14 -

AD

DE

D

NO

TE

TO I

NC

LU

DE

REI

NF.

ST

EE

L

TO

TH

E

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

EN

D

SE

CT.

QT

Y.

FR

OM

BA

R

LIS

T

&

CO

NC.

PL

CM

NT.

SU

MM

AR

Y.

COUNTY






INTERSECTION

LINES OF

5c2

5d1 5c1

FACE)

5c14 (FRONT

5d1

CONSTRUCTION JOINT

TYPICAL PERMISSIBLEJOINT

CONSTRUCTION

7'-0 END SECTION

F

F

C

C



LAP

MIN.



PART PLAN VIEW

HATCHED AREA

INDICATES AREA

ƒ" ‚" MIN.

(TYPICAL)

JOINT SEALER ON

TOP AND SIDES

PART ELEVATION VIEW

OF BOND BREAKING

COATING.


VERTICAL

VERTICAL

VERTICAL

VERTICAL

LONGITUDINAL

ST

AN

DA

RD

SE

CTI

ON

5c1

5c2

5d1

5c3

BENT BAR DETAILS

STANDARD SECTION

TOTAL SECTION



QUANTITYUNITITEM

L.F.

TOTAL (CU. YD.)

ABUT. DIAPH. EXT.

SP. @ 1'-0

-5c14

ABUT. DIAPH. EXT.

SP. @ 1'-0

END TO END OF SLAB

6`} 2'-2

3'-10


6'-0

@ 0.1052 CU. YD. PER FT.

ROADWAY WIDTH

5c2

PART SECTION C-C

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*

5c1

5d1

4

EQ

UA

L S

PS. - 5d

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

3

3

1"

2'-

10

5c1

5c2

D=3ƒ

7

5

5c3

D=3ƒ

2'-

0•

1'-0

D=4ƒ

D=3ƒ

D=3ƒ

8‚ 1…

2'-

7

2'-

4

2'-

0ƒ

6‚

5Š

7

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

8‰





SPACES @ 1'-0 = ; - 5c1 & 5c2

COATING

BREAKING

BOND

1'-

10„

5'-11

5c14

TOTAL (LBS.)

5c14

D = PIN DIAMETER.


NOTE:

END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

FACE )

5c3 ( BACK

-5c1; -5c3;

-5c14

-5c1; -5c3;

STANDARD SHEET 1020C

7‚

6‹ 1

'-2„

1‡

5

4

ROADWAY WIDTH

PART SECTION F-F

*

*

5c1

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

5c3

1'-

6

MI

N. 5c14

IN

TE

RS

EC

TI

ON

POI

NT

OF

4

EQ

UA

L S

PS. - 5d

1 S

PA

CI

NG

5d1

BARRIER RAIL NOTES:

GRADE.
























BARRIER RAIL -- INTEGRAL ABUTMENTS WITH WING EXTENSIONS

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1020

C -

THIS

SH

EE

T IS

SU

ED 02-00

2'-10

3'-3



CO

RR

EC

TI

ON 04-14 -

AD

DE

D

NO

TE

TO I

NC

LU

DE

REI

NF.

ST

EE

L

TO

TH

E

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

EN

D

SE

CT.

QT

Y.

FR

OM

BA

R

LIS

T

&

CO

NC.

PL

CM

NT.

SU

MM

AR

Y.

COUNTY





INTERSECTION

LINES OF

5c2

6d1 6d1

CONSTRUCTION JOINT


CONSTRUCTION

7'-0 END SECTION

F

F

C

C



LAP

MIN.


VERTICAL

VERTICAL

LONGITUDINAL

5c1

5c2

6d1

STANDARD SECTION

TOTAL SECTION



QUANTITYUNITITEM

L.F.

6`}

6'-0

@ 0.1281 CU. YD. PER FT.

5c2

1'-0

D=3ƒ

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

D = PIN DIAMETER.


NOTE:

END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

STANDARD SHEET 1020D

4'-0

6d2

6d2

SE

CTI

ON

ST

AN

DA

RD

6d2

3'-11

3'-10

9Œ

D=4•

4'-0

PART SECTION C-C PART SECTION F-F

ROADWAY WIDTH

5c2

*

*

5c1

6d1

1'-7

2

3

3

3•

…

TY

P.

5

5

7

8•

10

R=10"

R=1•"

3

3

1"

3'-

7†

2'-

10

3'-

8

ROADWAY WIDTH

*

*

1'-7

2

3

…

TY

P. 5

5

7

10

R=10"

R=1•"

VA

RIE

S 2'-

9†

TO 3'-

7†

VA

RIE

S 2'-

0

TO 2'-

10


6d1

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

6d2

VA

RIE

S 2'-

10

TO 3'-

8

6d2

TO CONSTRUCTION INACCURACIES.

THIS DIMENSION MAY VARY DUE

VALUE FOR THIS DIMENSION.

* DENOTES THE MAXIMUM


12



BENT BAR DETAILS

TOTAL WEIGHT (LBS.)

TOTAL ( CU. YD. )

3'-8 BARRIER RAIL -- INTEGRAL ABUTMENTS

5c2

5c2

6E

QU

AL

SP

A.-

6d

1S

PA

CI

NG

5c1

6 3 SPA.

@ 1'-0

3 SPA.

@ 1'-0

6

5c6

5c5

5c4

5c3

5c3

5c4

5c5

5c6

4

4

4

4

5c3-5c6

1"

VERTICAL, SLOPED ENDS




LONGITUDINAL, TOP SLOPED ENDS

7'-5

7'-3

6'-5

6'-0

29

27

25

5c BARS


5c1

5c3

5c4

5c5

5c6

3'-3Ž 3'-1Š

3'-2Œ

3'-0ˆ

3'-0

2'-8• 2'-10Œ

2'-7‚ 2'-9Š

2'-9Œ

2'-9Œ

2'-7ˆ

2'-7ˆ

2'-4Œ

2'-4ƒ

2'-2‚

2'-6‡

2'-4…

2'-1‡1'-11‡

D=3ƒD

IM

EN

SI

ON

A

DI

ME

NSI

ON

B

6‚

5Š

7

DI

ME

NSI

ON

D

DI

M. C

D=3ƒ

2„

6†

5c

8‚

6'-10

30

~


























BARRIER RAIL NOTES:


PART PLAN VIEW

SECTION I-I

ƒ"

PART ELEVATION VIEW

I

I

TOP AND SIDES

JOINT SEALER ON

COATING


OF BOND BREAK-

INDICATES AREA

HATCHED AREA

(TYPICAL)

‚" MIN.

34

EQ.

SP

A.=

2'-

0-

6d1 B

AR

2'-7

?? SPACES @ 1'-0 = ??; ?? - 5c1 & 5c2

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1020

D -

THIS

SH

EE

T IS

SU

ED 11-07.



CO

RR

EC

TI

ON 04-14 -

AD

DE

D

NO

TE

TO I

NC

LU

DE

REI

NF.

ST

EE

L

TO

TH

E

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

EN

D

SE

CT.

QT

Y.

FR

OM

BA

R

LIS

T

&

CO

NC.

PL

CM

NT.

SU

MM

AR

Y.

COUNTY




8/29/2016 12:34:24 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1020E 11x17_pdf.pltcfg

STANDARD SHEET 1020E3'-8 BARRIER RAIL -- 0° SKEW STUB ABUTMENTS WITH WING EXTENSIONS


PART PLAN VIEW

SECTION I-I

ƒ"

PART ELEVATION VIEW

I

I

5c1 6d1

JOINT

CONSTRUCTION



CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

5c2

6d1 5c1

FACE)


@ 5O° F.

MIN. LAP

6d1

@ 5O° F.

5c1

F C

C

F JOINT

CONSTRUCTION

6d2

6d2

FACE)

5c14 (FRONT

PART SECTION C-C

TOP AND SIDES

JOINT SEALER ON

COATING


OF BOND BREAK-

INDICATES AREA

HATCHED AREA ELEVATION OF BARRIER RAIL


END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

EPOXY REINFORCING STEEL - TWO RAILS SECTION BAR SHAPE NO.

5c1

5c2

6d1

5c1

5c3

6d2

TOTAL WEIGHT (LBS.)



SECTION

TOTAL ITEM UNIT

QUANTITY

LIN. FT.

STANDARD SECTION

TOTAL ( CU. YD. )

6'-0

BENT BAR DETAILS

5

D=3ƒ

5c35c2

1'-0

D=3ƒ

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

5c14


PART SECTION F-F

(TYPICAL)

‚" MIN.

D=3ƒ

7

2'-

0•

5c147‚

6‹ 1

'-2„

1‡

5

4

3'-10

F

6`}


F

6d2

ROADWAY WIDTH

5c2

*

*

5c1

6d1

1'-7

2

3

33•

…

TY

P.

5

5

78•

10

R=10"

R=1•"

3

3

1" 5c3 5c14

3'-

7†

2'-

10

3'-

8

ROADWAY WIDTH

*

*

1'-7

2

3

3

…

TY

P. 5

5

7

10

R=10"

R=1•"

1'-

6

MI

N.

VA

RIE

S 2'-

9†

TO 3'-

7†

VA

RIE

S 2'-

0

TO 2'-

10


VERTICAL

VERTICAL

VERTICAL

LONGITUDINAL

VERTICAL

VERTICAL


5c3

5c14

5c3

DESIGN TEAM



SP

ECI

AL S

EC

TI

ON

VA

RIE

S 2'-

10

TO 3'-

8


IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

2'-

10

3'-3

4'-0 TYP.





6

EQ

UA

L S

PA. - 6d

1 S

PA

CI

NG

5c4

5c5

5c6

5c7





4

4

4

4

5c4-5c7

SE

CTI

ON

ST

AN

DA

RD

SE

CTI

ON

S

SP

ECI

AL

5c1 5c4 5c5

5c7

5c6

5c15c4

5c7

5c65c5

66

?-5c; ?-5c3;

?-5c14

5c3

5c14

5c2 5c

5c2

SPA. @ 1'-0 = ; - 5c1 & - 5c2

5c2

?-5c; ?-5c3;

?-5c14

5c35c3

5c145c

5c

26

7'-3

6'-5

6'-0

30

29

27

25

7'-5

7'-5

5c BARS


5c1

5c4

5c5

5c6

5c7

3'-3Ž 3'-1Š

3'-2Œ

3'-0ˆ

3'-0

2'-8• 2'-10Œ

2'-7‚ 2'-9Š

2'-9Œ

2'-9Œ

2'-7ˆ

2'-7ˆ

2'-4Œ

2'-4ƒ

2'-2‚

2'-6‡

2'-4…

2'-1‡1'-11‡

D=3ƒD

IM

EN

SI

ON

A

DI

ME

NSI

ON

B

6‚

5Š

7

DI

ME

NSI

ON

D

DI

M. C

D=3ƒ

2„

6†

5c

8‚

6'-10


~

~

SPECIAL SECTION A

SPECIAL SECTION B

SPECIAL SECTION BSPECIAL SECTION A

6d3

6d3

266d3

LONGITUDINAL - SPECIAL SECTION A

LONGITUDINAL - SPECIAL SECTION B

























BARRIER RAIL NOTES:

4E

Q.

SP

A.=

2'-

0-

6d

BA

RS

6d

8`SPA.`@`0'-6=4'-0 8`SPA.`@`0'-6=4'-0

5c1

3`@`1'-0?@0'-63`@`1'-0 ?@0'-6

5c14

2'-7


EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1020

E -

THIS

SH

EE

T IS

SU

ED 11-07.





CO

RR

EC

TI

ON 04-14 -

AD

DE

D

NO

TE

TO I

NC

LU

DE

REI

NF.

ST

EE

L

TO

TH

E

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

EN

D

SE

CT.

QT

Y.

FR

OM

BA

R

LIS

T

&

CO

NC.

PL

CM

NT.

SU

MM

AR

Y.

COUNTY




8/29/2016 12:34:27 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1020F 11x17_pdf.pltcfg

INTERSECTION

LINES OF

5c2

6d1

FACE)

5c14 (FRONT

6d1

CONSTRUCTION JOINT


CONSTRUCTION

7'-0 END SECTION

F

F

C

C



LAP

MIN.


VERTICAL

VERTICAL

VERTICAL

VERTICAL

LONGITUDINAL

5c1

5c2

6d1

5c3

STANDARD SECTION

TOTAL SECTION



QUANTITYUNITITEM

L.F.

ABUT. DIAPH. EXT.

SP. @ 1'-0

-5c14

ABUT. DIAPH. EXT.

SP. @ 1'-0

END TO END OF SLAB

6`}

3'-10

6'-0

@ 0.1281 CU. YD. PER FT.

5c2

D=3ƒ

7

5

5c3

D=3ƒ

2'-

0•

1'-0

D=3ƒ

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

SPACES @ 1'-0 = ; - 5c1 & 5c2

5c14

5c14

D = PIN DIAMETER.


NOTE:

END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

FACE )

5c3 ( BACK

-5c14

STANDARD SHEET 1020F

7‚

6‹ 1

'-2„

1‡

5

4

4'-0

6d26d2

SE

CTI

ON

ST

AN

DA

RD

6d2

3'-11

3'-10

9Œ

D=4•

4'-0

PART SECTION F-F

5c3 5c14

ROADWAY WIDTH

*

*

1'-7

2

3

3

…

TY

P. 5

5

7

10

R=10"

R=1•"

1'-

6

MI

N.

VA

RIE

S 2'-

9†

TO 3'-

7†

VA

RIE

S 2'-

0

TO 2'-

10


6d1

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

6d2

VA

RIE

S 2'-

10

TO 3'-

8

6d2

3'-8 BARRIER RAIL -- INTEGRAL ABUTMENTS WITH WING EXTENSIONS


12LONGITUDINAL AT ENDS



BENT BAR DETAILS

TOTAL WEIGHT (LBS.)

TOTAL ( CU. YD. )

PART SECTION C-C

ROADWAY WIDTH

5c2

*

*

5c1

6d1

1'-7

2

3

3

3•

…

TY

P.

5

5

7

8•

10

R=10"

R=1•"

3

3

1"

3'-

7†

2'-

10

3'-

8

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

6E

QU

AL

SP

A.-

6d

1S

PA

CI

NG





5c4

5c5

5c6

VERTICAL, TOP SLOPED ENDS 4

5c7




5c1 5c4

5c5

5c7

5c6

6 6

-5c; -5c3; -5c; -5c3;

5c4-5c7

7'-3

6'-5

6'-0

30

29

27

25

7'-5

5c BARS


5c1

5c4

5c5

5c6

5c7

3'-3Ž 3'-1Š

3'-2Œ

3'-0ˆ

3'-0

2'-8• 2'-10Œ

2'-7‚ 2'-9Š

2'-9Œ

2'-9Œ

2'-7ˆ

2'-7ˆ

2'-4Œ

2'-4ƒ

2'-2‚

2'-6‡

2'-4…

2'-1‡1'-11‡

D=3ƒD

IM

EN

SI

ON

A

DI

ME

NSI

ON

B

6‚

5Š

7

DI

ME

NSI

ON

D

DI

M. C

D=3ƒ

2„

6†

5c

8‚

6'-10


~
























BARRIER RAIL NOTES:


PART PLAN VIEW

SECTION I-I

ƒ"

PART ELEVATION VIEW

I

I

TOP AND SIDES

JOINT SEALER ON

COATING


OF BOND BREAK-

INDICATES AREA

HATCHED AREA

(TYPICAL)

‚" MIN.

4E

Q.

SP

A.=

2'-

0-

6d1 B

AR

2'-7

2'-10

3'-3

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1020

F -

THIS

SH

EE

T IS

SU

ED 11-07.




CO

RR

EC

TI

ON 04-14 -

AD

DE

D

NO

TE

TO I

NC

LU

DE

REI

NF.

ST

EE

L

TO

TH

E

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

EN

D

SE

CT.

QT

Y.

FR

OM

BA

R

LIS

T

&

CO

NC.

PL

CM

NT.

SU

MM

AR

Y.

COUNTY





INTERSECTION

LINES OF5d1

5c1 5d1

CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

JOINT

CONSTRUCTION

7'-0 END SECTION



C

C

LAP

MIN.



PART PLAN VIEW

HATCHED AREA

INDICATES AREA

ƒ"

PART ELEVATION VIEW

OF BOND BREAKING

COATING.

5c1 5c2


5c1

5d1

BENT BAR DETAILS

STANDARD SECTION

TOTAL SECTION



QUANTITYUNITITEM

L.F.

TOTAL (CU. YD.)

5c2 5c2

5c1

@ 0.1052 CU.YD. PER FT.

6`}

2'-2

*


ROADWAY WIDTH

5c2

PART SECTION C-C

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*

5c1

5d1

4

EQ

UA

L S

PS. - 5d

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

3

3

1"

2'-

10

1'-0

D=4ƒ

D=3ƒ

D=3ƒ

TOP AND SIDES

JOINT SEALER ON

(TYPICAL)

‚" MIN.

SPACES AT 1'-0 = ; - 5c1 & 5c2





COATING

BREAKING

BOND

8‚ 1…

2'-

7

2'-

4

2'-

0ƒ

6‚

5Š

7

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

8‰

1'-

10„

5'-11

END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

D = PIN DIAMETER.


NOTE:

BARRIER RAIL--INTEGRAL ABUTMENT BRIDGES

BARRIER RAIL NOTES:

GRADE.
























5c2 6'-0

SE

CTI

ON

S

ST

AN

DA

RD

SE

CTI

ON

S

ST

AN

DA

RD



RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, VERTICAL







EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1020

SA

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c2

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.



COUNTY




8/29/2016 12:34:30 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1020SB 11x17_pdf.pltcfg

INTERSECTION

LINES OF

5c2

5c1 5d1 5c1 5c1

FACE)

5c3 ( BACK 5c14 (FRONT FACE)

5d1 5d4

5d1

CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

END OF SLAB

@ 50° F.

JOINT

EXPANSIONJOINT

CONSTRUCTION

SP. @

-5c14

7'-0 END SECTION

SPECIAL SECTION A

F

F



SPECIAL SECTION B

7'-0 END SECTION

JOINT

CONSTRUCTION @ 50° F.

SP. @

5c3 (BACK FACE) END OF SLAB

JOINT

EXPANSION

5d5

C

C

F

F

LAP

MIN.



PART PLAN VIEW

HATCHED AREA

INDICATES AREA

ƒ" ‚" MIN.

(TYPICAL)

JOINT SEALER ON

TOP AND SIDES

PART ELEVATION VIEW

OF BOND BREAKING

COATING.


5c1

5d1

5c1

5d4

5d5

5'-11

STANDARD SECTION

TOTAL SECTION


QUANTITYUNITITEM

L.F.

5c1

TOTAL (CU. YD.)

FACE)

5c14 (FRONT

6`}

2'-2


ROADWAY WIDTH

5c2

PART SECTION C-C

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*5c1

5d1

4

EQ

UA

L S

PS. - 5d

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

3

3

1"

2'-

10

@ 0.1052 CU. YD. PER FT.

COATING

BREAKING

BOND






5'-1

SPACES @ 1'-0 = ; - 5c1 & 5c2END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

-5c1; -5c3;

-5c14

-5c1; -5c3;

18

18

@ 0.1052 CU. YD. PER FT.

@ 0.1052 CU. YD. PER FT.

ROADWAY WIDTH

PART SECTION F-F

*

*

5c1

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

5c3

1'-

6

MI

N. 5c14

IN

TE

RS

EC

TI

ON

POI

NT

OF

4

EQ

UA

L S

PS. - 5d

SP

ACI

NG

5d

BARRIER RAIL NOTES:

GRADE.























BARRIER RAIL -- 0° SKEW STUB ABUTMENTS WITH WING EXTENSIONS


5c2

5c3

3'-10

6'-0

5c14

3'-3





SE

CT

S.

ST

D.

SE

CTI

ON

S

ST

AN

DA

RD

SE

CTI

ON

S

SP

ECI

AL

SE

CTI

ON

S

SP

ECI

AL

RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, LONGIT.- SPECIAL SECTION A

RAIL, LONGIT.- SPECIAL SECTION B

5c1

5c2

D=3ƒ

7

2'-

0•

1'-0

D=4ƒ

D=3ƒ

D=3ƒ

8‚ 1…

2'-

7

2'-

4

2'-

0ƒ

6‚

5Š

7

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

8‰

1'-

10„

5c14

7‚

6‹ 1

'-2„

1‡

5

4

BENT BAR DETAILS

5

D=3ƒ

5c3

2'-

10


SPECIAL SECTION A

SPECIAL SECTION B

STANDARD SHEET 1020SB




EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1020

SB -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c2, 5c3, 5c14

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.



COUNTY




8/29/2016 12:34:32 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1020SC 11x17_pdf.pltcfg

INTERSECTION

LINES OF

5c2

5d1 5c1

FACE)

5c14 (FRONT

5d1

CONSTRUCTION JOINT


CONSTRUCTION

7'-0 END SECTION

F

F

C

C



LAP

MIN.



PART PLAN VIEW

HATCHED AREA

INDICATES AREA

ƒ" ‚" MIN.

(TYPICAL)

JOINT SEALER ON

TOP AND SIDES

PART ELEVATION VIEW

OF BOND BREAKING

COATING.

STANDARD SECTION

TOTAL SECTION



QUANTITYUNITITEM

L.F.

TOTAL (CU. YD.)

ABUT. DIAPH. EXT.

SP. @ 1'-0

-5c14

ABUT. DIAPH. EXT.

SP. @ 1'-0

END TO END OF SLAB

6`} 2'-2


@ 0.1052 CU. YD. PER FT.ROADWAY WIDTH

5c2

PART SECTION C-C

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*

5c1

5d1

4

EQ

UA

L S

PS. - 5d

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

3

3

1"

2'-

10

5c1

5c2

D=3ƒ

7

2'-

0•

1'-0

D=4ƒ

D=3ƒD=3ƒ

8‚ 1…

2'-

7

2'-

4

2'-

0ƒ

6‚

5Š

7

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

8‰





SPACES @ 1'-0 = ; - 5c1 & 5c2

COATING

BREAKING

BOND

1'-

10„

5c14

END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

FACE )

5c3 ( BACK

-5c1; -5c3;

-5c14

-5c1; -5c3;

7‚

6‹ 1

'-2„

1‡

5

4

ROADWAY WIDTH

PART SECTION F-F

*

*

5c1

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

2'-

10

5c3

1'-

6

MI

N. 5c14

IN

TE

RS

EC

TI

ON

POI

NT

OF

4

EQ

UA

L S

PS. - 5d

1 S

PA

CI

NG

5d1

BARRIER RAIL NOTES:

GRADE.























BARRIER RAIL -- INTEGRAL ABUTMENTS WITH WING EXTENSIONS


5c1

5d1

5'-11


5c2 6'-0

5c3

3'-10 5c14

3'-3

SE

CTI

ON

S

ST

AN

DA

RD

SE

CTI

ON

S

ST

AN

DA

RD

BENT BAR DETAILS



RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL



5

D=3ƒ

5c3

2'-

10


STANDARD SHEET 1020SC




EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1020

SC -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c2, 5c3, 5c14

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L..



COUNTY




8/29/2016 12:34:33 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1020SD 11x17_pdf.pltcfg

INTERSECTION

LINES OF

5c2

6d1 6d1

CONSTRUCTION JOINT


CONSTRUCTION

7'-0 END SECTION

F

F

C

C



LAP

MIN.


5c1

6d1

STANDARD SECTION

TOTAL SECTION



QUANTITYUNITITEM

L.F.

6`}

@ 0.1281 CU. YD. PER FT.

5c2

1'-0

D=3ƒ

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

D = PIN DIAMETER.


NOTE:

END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

4'-0

6d2

6d2

6d2

3'-11

3'-10

9Œ

D=4•

4'-0

PART SECTION C-C PART SECTION F-F

ROADWAY WIDTH

5c2

*

*

5c1

6d1

1'-7

2

3

3

3•

…

TY

P.

5

5

7

8•

10

R=10"

R=1•"

3

3

1"

3'-

7†

2'-

10

3'-

8

ROADWAY WIDTH

*

*

1'-7

2

3

…

TY

P. 5

5

7

10

R=10"

R=1•"

VA

RIE

S 2'-

9†

TO 3'-

7†

VA

RIE

S 2'-

0

TO 2'-

10


6d1

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

6d2

VA

RIE

S 2'-

10

TO 3'-

8

6d2






12


BENT BAR DETAILS

TOTAL ( CU. YD. )

3'-8 BARRIER RAIL -- INTEGRAL ABUTMENTS

5c2

5c2

6E

QU

AL

SP

A.-

6d

1S

PA

CI

NG

5c1

6 3 SPA.

@ 1'-0

3 SPA.

@ 1'-0

6

5c6

5c5

5c4

5c3

5c3

5c4

5c5

5c6

4

4

4

4

5c3-5c6

1"

7'-5

7'-3

6'-5

6'-0

29

27

25

5c BARS


5c1

5c3

5c4

5c5

5c6

3'-3Ž 3'-1Š

3'-2Œ

3'-0ˆ

3'-0

2'-8• 2'-10Œ

2'-7‚ 2'-9Š

2'-9Œ

2'-9Œ

2'-7ˆ

2'-7ˆ

2'-4Œ

2'-4ƒ

2'-2‚

2'-6‡

2'-4…

2'-1‡1'-11‡

D=3ƒD

IM

EN

SI

ON

A

DI

ME

NSI

ON

B

6‚

5Š

7

DI

ME

NSI

ON

D

DI

M. C

D=3ƒ

2„

6†

5c

8‚

6'-10

30

~

























BARRIER RAIL NOTES:


PART PLAN VIEW

SECTION I-I

ƒ"

PART ELEVATION VIEW

I

I

TOP AND SIDES

JOINT SEALER ON

COATING


OF BOND BREAK-

INDICATES AREA

HATCHED AREA

(TYPICAL)

‚" MIN.

34

EQ.

SP

A.=

2'-

0-

6d1 B

AR

2'-7

?? SPACES @ 1'-0 = ??; ?? - 5c1 & 5c2


5c2 6'-0





SE

CTI

ON

S

ST

AN

DA

RD

SE

CTI

ON

S

ST

AN

DA

RD

RAIL, VERTICAL

RAIL, VERTICAL, SLOPED ENDS




RAIL, LONGITUDINAL

RAIL, LONGITUDINAL, TOP SLOPED ENDS

RAIL, VERTICAL

STANDARD SHEET 1020SD




EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1020

SD -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c2

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.



COUNTY




8/29/2016 12:34:34 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1020SE 11x17_pdf.pltcfg

3'-8 BARRIER RAIL -- 0° SKEW STUB ABUTMENTS WITH WING EXTENSIONS


PART PLAN VIEW

SECTION I-I

ƒ"

PART ELEVATION VIEW

I

I

5c1 6d1

JOINT

CONSTRUCTION



CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

5c2

6d1 5c1

FACE)


@ 5O° F.

MIN. LAP

6d1

@ 5O° F.

5c1

F C

C

F JOINT

CONSTRUCTION

6d2

6d2

FACE)

5c14 (FRONT

PART SECTION C-C

TOP AND SIDES

JOINT SEALER ON

COATING


OF BOND BREAK-

INDICATES AREA

HATCHED AREA



END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL


5c1

6d1

5c1

6d2



SECTION

TOTAL ITEM UNIT

QUANTITY

LIN. FT.

STANDARD SECTION

TOTAL ( CU. YD. )

BENT BAR DETAILS

5

D=3ƒ

5c35c2

1'-0

D=3ƒ

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹


PART SECTION F-F

(TYPICAL)

‚" MIN.

D=3ƒ

7

2'-

0•

5c147‚

6‹ 1

'-2„

1‡

5

4

F

6`}


F

6d2

ROADWAY WIDTH

5c2

*

*

5c1

6d1

1'-7

2

3

33•

…

TY

P.

5

5

78•

10

R=10"

R=1•"

3

3

1" 5c3 5c14

3'-

7†

2'-

10

3'-

8

ROADWAY WIDTH

*

*

1'-7

2

3

3

…

TY

P. 5

5

7

10

R=10"

R=1•"

1'-

6

MI

N.

VA

RIE

S 2'-

9†

TO 3'-

7†

VA

RIE

S 2'-

0

TO 2'-

10



5c3

5c14

5c3

DESIGN TEAM



SP

ECI

AL S

EC

TI

ON

VA

RIE

S 2'-

10

TO 3'-

8


IN

TE

RS

EC

TI

ON

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

2'-

10

4'-0 TYP.





6

EQ

UA

L S

PA. - 6d

1 S

PA

CI

NG

5c4

5c5

5c6

5c7

4

4

4

4

5c4-5c7

5c1 5c4 5c5

5c7

5c6

5c15c4

5c7

5c65c5

66

?-5c; ?-5c3;

?-5c14

5c3

5c14

5c2 5c

5c2

SPA. @ 1'-0 = ; - 5c1 & - 5c2

5c2

?-5c; ?-5c3;

?-5c14

5c35c3

5c145c

5c

26

7'-3

6'-5

6'-0

30

29

27

25

7'-5

7'-5

5c BARS


5c1

5c4

5c5

5c6

5c7

3'-3Ž 3'-1Š

3'-2Œ

3'-0ˆ

3'-0

2'-8• 2'-10Œ

2'-7‚ 2'-9Š

2'-9Œ

2'-9Œ

2'-7ˆ

2'-7ˆ

2'-4Œ

2'-4ƒ

2'-2‚

2'-6‡

2'-4…

2'-1‡1'-11‡

D=3ƒD

IM

EN

SI

ON

A

DI

ME

NSI

ON

B

6‚

5Š

7

DI

ME

NSI

ON

D

DI

M. C

D=3ƒ

2„

6†

5c

8‚

6'-10


~

~

SPECIAL SECTION A

SPECIAL SECTION B

SPECIAL SECTION BSPECIAL SECTION A

6d3

6d3

266d3























BARRIER RAIL NOTES:

4E

Q.

SP

A.=

2'-

0-

6d

BA

RS

6d

8`SPA.`@`0'-6=4'-0 8`SPA.`@`0'-6=4'-0

5c1

3`@`1'-0?@0'-63`@`1'-0 ?@0'-6

5c14

2'-7





5c2

5c3

3'-10

6'-0

5c14

3'-3


SE

CTI

ON

S

SP

ECI

AL

SE

CT

S.

ST

D.



SE

CTI

ON

S

ST

AN

DA

RD

SE

CT

S.

SP

EC.

RAIL, VERTICAL

RAIL, LONGITUDINAL

RAIL, VERTICAL





RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL


RAIL, LONGIT. - SPECIAL SECTION B


STANDARD SHEET 1020SE





EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1020

SE -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c2, 5c3, 5c14

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L..



COUNTY




8/29/2016 12:34:36 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1020SF 11x17_pdf.pltcfg

INTERSECTION

LINES OF

5c2

6d1

FACE)

5c14 (FRONT

6d1

CONSTRUCTION JOINT


CONSTRUCTION

7'-0 END SECTION

F

F

C

C



LAP

MIN.

STANDARD SECTION

TOTAL SECTION



QUANTITYUNITITEM

L.F.

ABUT. DIAPH. EXT.

SP. @ 1'-0

-5c14

ABUT. DIAPH. EXT.

SP. @ 1'-0

END TO END OF SLAB

6`}

@ 0.1281 CU. YD. PER FT.

5c2

D=3ƒ

7

2'-

0•

1'-0

D=3ƒ

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

SPACES @ 1'-0 = ; - 5c1 & 5c2

5c14

D = PIN DIAMETER.


NOTE:

END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

FACE )

5c3 ( BACK

-5c14

7‚

6‹ 1

'-2„

1‡

5

4

4'-0

6d2

6d2

3'-11

3'-10

9Œ

D=4•

4'-0

PART SECTION F-F

5c3 5c14

ROADWAY WIDTH

*

*

1'-7

2

3

3

…

TY

P. 5

5

7

10

R=10"

R=1•"

1'-

6

MI

N.

VA

RIE

S 2'-

9†

TO 3'-

7†

VA

RIE

S 2'-

0

TO 2'-

10


6d1

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

6d2

VA

RIE

S 2'-

10

TO 3'-

8

6d2

3'-8 BARRIER RAIL -- INTEGRAL ABUTMENTS WITH WING EXTENSIONS


ELEVATION OF BARRIER RAILBENT BAR DETAILS

TOTAL ( CU. YD. )

PART SECTION C-C

ROADWAY WIDTH

5c2

*

*

5c1

6d1

1'-7

2

3

3

3•

…

TY

P.

5

5

7

8•

10

R=10"

R=1•"

3

3

1"

3'-

7†

2'-

10

3'-

8

IN

TE

RS

EC

TI

ON

POI

NT

S

OF

6E

QU

AL

SP

A.-

6d

1S

PA

CI

NG





5c1 5c4

5c5

5c7

5c6

6 6

-5c; -5c3; -5c; -5c3;

5c4-5c7

5c BARS


5c1

5c4

5c5

5c6

5c7

3'-3Ž 3'-1Š

3'-2Œ

3'-0ˆ

3'-0

2'-8• 2'-10Œ

2'-7‚ 2'-9Š

2'-9Œ

2'-9Œ

2'-7ˆ

2'-7ˆ

2'-4Œ

2'-4ƒ

2'-2‚

2'-6‡

2'-4…

2'-1‡1'-11‡

D=3ƒD

IM

EN

SI

ON

A

DI

ME

NSI

ON

B

6‚

5Š

7

DI

ME

NSI

ON

D

DI

M. C

D=3ƒ

2„

6†

5c

8‚


~























BARRIER RAIL NOTES:


PART PLAN VIEW

SECTION I-I

ƒ"

PART ELEVATION VIEW

I

I

TOP AND SIDES

JOINT SEALER ON

COATING


OF BOND BREAK-

INDICATES AREA

HATCHED AREA

(TYPICAL)

‚" MIN.

4E

Q.

SP

A.=

2'-

0-

6d1 B

AR

2'-7



5c1

6d1


5c2 6'-0

5c3

3'-10 5c14

3'-3

SE

CTI

ON

S

ST

AN

DA

RD

SE

CTI

ON

S

ST

AN

DA

RD

5c4

5c5

5c6

4

5c7

4

4

4

7'-3

6'-5

6'-0

30

29

27

25

6'-10

6d2 12



RAIL, VERTICAL





RAIL, LONGITUDINAL

RAIL, LONGITUDINAL AT ENDS

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL



5

D=3ƒ

5c3

2'-

10

STANDARD SHEET 1020SF




EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1020

SF -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c2, 5c3, 5c14

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.



RE

VIS

ED 09-2016 -

CH

AN

GE

D 5c1 B

AR

LE

NG

TH

TO 7'-

5 (I

T

WA

S 5'-

11 I

N

ER

RO

R).

7'-5

COUNTY




8/29/2016 12:34:38 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1026s1 11x17_pdf.pltcfg8/29/2016 12:34:38 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1026s1 11x17_pdf.pltcfg

BLOCKOUT REPRESENTATION.

TO SHOW FAR EXTRUSION

FOR SKEWS 30° AND GREATER

ADD THIS ADDITIONAL SECTION

SIMILAR FOR YOUR SKEW.

GREATER. SHOW A VIEW

ADD FOR SKEWS 30° AND

NOTE FOR DETAILER.

NOTE TO DESIGNER

TO QUANTITIES. ALSO USE AC=E470 OR E471.

STRUCTURAL STEEL" AND "CONTAINMENT"

ADD BID ITEMS "CLEANING AND PAINTING

COUNTY




BENCH MARK NO.:

COUNTY PROJECT NUMBERDESIGN TEAM

SECTION B-B

3

6

7

2

1"

END OF EXTRUSION

GLAND FLUSH

CUT END OF

BLOCKOUT

EDGE OF

2" LONG HEX. NUT

‚" C

L.

5…

‰60°

‚

GUTTER LINE

‚

AS NOTED

ALL AROUND EXCEPT

THE FACE OF BARRIER

DEPRESS …" { ‚" BELOW

ƒ"½x0'-8 BENT BOLT

STEEL EXTRUSION

30°

2 MIN.

30°

VARIES

2

8‡

6

6ƒ+

ƒ

GUTTERLINE

END OF SLAB

1'-

7

10‚

+

3Œ-

SLAB OPENING

SL

AB

TU

RN

S8†- 4

BLOCKOUT

BLOCKOUT

EXTRUSION

GUTTERLINE

45° EXAMPLE

AT GUTTERLINE DIMENSION.

TO MEET. INCREASE ƒ" MIN.

MINIMUM DISTANCE 2ƒ+

ƒ" MIN.

(FAR EXTRUSION)

30° FROM THESE POINTS

BEND UP EXTRUSION

CAP SCREW (`SEE DETAIL`)

ƒ"½`x`1" (MIN.) CSK

SHOP WELDING.

GALVANIZED AFTER

PAINT AND GALVANIZING DETAILS

4 2 1"

3

1• 1•

1•

•

•

•

60° ‰

TYP.

‚

EXIST. …" {

EXIST. •" {

SECTION A-A

C

C

GROUND FLUSH

CONCRETE TO BE

IN CONTACT WITH

ALL SURFACES NOT

†"½ GALVANIZED BOLT

‰60°

VIEW C-C

TYP.

CLEAN AND PAINT

H.T.S. BOLT

†"½ x 0'-2‚

END OF CONCRETE

EXPANSION OPENING DETAIL

"D"+•

"D"

~

‚

‚~

~

2

OR BACKWALL

TOP OF DECK

OR BACKWALL

TOP OF DECK

‚ ‚1

…•

‚

4„

•

2

STEEL EXTRUSION

SECTION C-C

TABLE OF APPROVED EXPANSION DEVICES

GLAND

NEOPRENEMANUFACTURER

D.S. BROWN CO.

A SE-

2" LONG HEX. NUT

OR BACKWALL

TOP OF DECK

SECTION A-A

BARRIER

RECESS

•

‚" C

L.

TRAFFIC

PLATE TRAVEL

BARRIER FOR

•" RECESS IN

4 4

ƒ" ½ x0'-8 BENT BOLT

4

SSA2

APPROVED EQUAL

A2R-400

SECTION B-B

SETTINGS

JOINT

EXPANSION

AT 1'-6 | MAX.

ANCHORAGE SYSTEM

MANUFACTURER FURNISHING THE JOINT.

THE DIMENSION MAY VARY SLIGHTLY DEPENDING ON

USED FOR ALL OUT TO OUT DIMENSIONS OF SLAB.

ON MANUFACTURER FURNISHING THE JOINT.

THIS DIMENSION MAY VARY SLIGHTLY DEPENDING

~~

BE PLACED ON THE ONCOMING TRAFFIC SIDE.

SYSTEM FOR THE …" BARRIER PLATES ARE ALWAYS TO

CONTRACTOR TO NOTE THAT THE CAP SCREW ANCHORAGE

BENT PLATES)

REMOVED IF NECESSARY. (TYP. ALL …"

THE PLATE SO THAT THE PLATE CAN BE

PREVENT CONCRETE FROM ADHERING TO

OR SOME OTHER SATISFACTORY MEANS TO

TO BE PAINTED WITH A COLORLESS OIL,

THIS PORTION OF THE …" BENT PLATE IS

BENT BOLT DETAIL

~~

MIN.

PORTION OF THE DECK.

UNDERSIDE OR SHADED

TEMPERATURES ON THE

SHOWN ARE CONCRETE DECK

PROPORTIONAL. TEMPERATURES

OTHER TEMPERATURES ARE

NOTE: JOINT SETTINGS FOR

( DRAWN FOR 0° SKEW FOR ILLUSTRATIVE PURPOSES )

BARRIER PLATE NOTE:

3

6

7

2

END OF EXTRUSION

GLAND FLUSH

CUT END OF

BLOCKOUT

EDGE OF

2" LONG HEX. NUT

‚" C

L.

30°

5…

‰60°

‚

GUTTER LINE

‚

AS NOTED

ALL AROUND EXCEPT

THE FACE OF BARRIER

DEPRESS …" { ‚" BELOW

MIN.

ƒ

STEEL EXTRUSION

30°

1"2 MIN.

2

RAIL SECTIONS

END OF BARRIER

REQUIRED

HEX HEAD

CAP SCREWS (`SEE DETAIL`)

| ƒ"½`x`1" (MIN.) CSK.

OR BACKWALL

TOP OF DECK

4} 4}

( DRAWN FOR 0° SKEW FOR ILLUSTRATIVE PURPOSES`)

NEOPRENE GLAND.

INSTALLATION OF

AREAS AS SHOWN FOR

BLOCK OUT FLARED

BLOCKOUT DETAIL

CURB

FACE OF

CO

RR

EC

TI

ON 3-02 -

AD

DTI

ON

AL

DE

TAILS

FO

R

HI

GH

ER

SK

EW

S

AD

DE

D

OU

TSI

DE

OF

SH

EE

T.

CO

RR

EC

TI

ON 09-03 -

BL

OC

KO

UT

DE

TAIL

AD

DE

D

OU

TSI

DE

OF

SH

EE

T. H

EX

HE

AD

CO

UN

TE

RS

UN

K S

CR

EW

DE

TAIL

AD

DE

D.

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1026 -

THIS

SH

EE

T IS

SU

ED 03-02.

EXPANSION DEVICE DETAILS

F-SHAPE EXPANSION DEVICE DETAILS STEEL EXTRUSION WITH NEOPRENE GLAND (1 OF 2)

CO

RR

EC

TI

ON 05-04 -

BL

OC

KO

UT

DE

TAIL

MO

VE

D I

NSI

DE

OF

BO

RD

ER. P

AR

T

PL

AN

R.A.

MO

VE

D

OU

TSI

DE

OF

BO

RD

ER.

STANDARD SHEET 1026s1

TESTING AND REPAIR NOTES.

NEOPRENE GLAND NOTES, AND WATERTIGHT INTEGRITY

NOTES CONTAINING THE STEEL EXTRUSION NOTES,

SEE STANDARD SHEET 1026s2 FOR EXPANSION DEVICE

NOTE:

RE

VISI

ON 11-08 - S

TA

ND

AR

D

NU

MB

ER

CH

AN

GE

D

TO 1026s1. N

OT

ES

MO

VE

D

TO

ST

AN

DA

RD 1026s2.

CAP SCREW DETAIL

CAP SCREW

FLAT HEAD SOCKET

ƒ"½ GALVANIZED

___ AT 10° F.

___ AT 50° F.

___ AT 90° F.

{ 3`x`•`x`0'-6

2-{ 1‚`x`…`x`1'-0

11`x`…x ___ {

CAP SCREW (`SEE DETAIL`)

ƒ"½`x`1" (MIN.) CSK

ƒ"½`x`0'-8 BENT BOLT

ACCORDANCE WITH ARTICLE 4100.07 OF THE STANDARD SPECIFICATIONS.

PLATES, BOLTS, NUTS AND CAP SCREWS ARE TO BE GALVANIZED IN

STEEL. THE BOLTS SHALL MEET THE REQUIREMENTS OF ASTM A307. THE

`THE MATERIAL USED FOR THE BARRIER PLATES IS TO BE ASTM A36

SHEET 1026s2STAGING NOTES ON STANDARD

USE FOR STAGE CONSTRUCTION ONLY

RE

VISI

ON 11-11 - S

TA

GE

CO

NS

TR

UC

TI

ON

NO

TE

OU

TSI

DE

BO

RD

ER

CH

AN

GE

D

FO

R

RE

PAIRI

NG

GA

LV

ANIZI

NG

DA

MA

GE

DU

E

TO

FIE

LD

WE

LDI

NG.

INSTALLATION

GLAND

OPENING FOR

MINIMUM

ACME CORP.

WATSON-BOWMAN &

EXTRUSION

STEEL

TYPE OF

1•"

2"

(TAB PLATE)

{ 3 x 4• x •

(TAB PLATE)

{ 3 x 4• x •

RE

VISI

ON 11-12 -

AD

DE

D

A

NO

TE

SH

OWI

NG

MI

N.

TE

MP

ER

AT

UR

E

TO I

NS

TA

LL

TH

E

GL

AN

D. R

EM

OV

ED

TH

E

ST

AG

E

CO

NS

TR

UC

TI

ON

NO

TE

OU

TSI

DE

OF

TH

E

BO

RD

ER. A

DD

ED

GL

AN

D I

NS

TA

LL

ATI

ON

MI

N.

OP

ENI

NG.

TEMPERATURE

DECK

MAXIMUM

CORRESPONDING

____° F.

____° F.

ADDITIONAL DETAILS

OUTSIDE OF SHEET

IS INSTALLED THE PLATE WILL BE ABLE TO

AREA BE FORMED SO THAT WHEN THE …" BENT PLATE

NOTE: IT IS INTENDED THAT THE • INCH RECESSED

MOVE FREELY IN THIS RECESSED AREA.

END OF BARRIER RAIL

GUTTER LINE

GUTTER LINE 6

(TY

P.)

6

(TY

P.)

C

C

TRAFFIC

TRAFFIC

29•

2•

1'-

7

22

B

A A

PLATE TRAVEL

BARRIER FOR

•" RECESS IN

1'-0

PLATE TRAVEL

BARRIER FOR

•" RECESS IN

1'-0

PART PLAN VIEW OF EXPANSION DEVICE R.A. SKEW

5

ƒ

MI

N.


BEND UP EXTRUSION


BEND UP EXTRUSIONS

ƒ

MI

N.

B

SP

LIC

EE

XT

RUSIO

N

5

5

AN

CH

ORS

TO

BE T

YPIC

ALL

Y SP

AC

ED

AT 1'-

6 |

TO |

MA

X. (T

YP.)

11x…x ____ {

11x…x ____ {

22

GUTTER LINE6

(TY

P.)

6

(TY

P.)

C

C

GUTTER LINE

2•

9•

2

1'-

7

TRAFFIC

L.A. SKEW

B

A A

END OF BARRIER RAIL

PART PLAN VIEW OF EXPANSION DEVICE

PLATE TRAVEL

BARRIER FOR

•" RECESS IN

PLATE TRAVEL

BARRIER FOR

•" RECESS IN

1'-0

TRAFFIC

1'-0

ƒ

5


BEND UP EXTRUSION


BEND UP EXTRUSIONS

MI

N.

ƒ

MI

N.

B

11`x`…x ___ {

11`x`…x ___ {

5

SP

LIC

E

EX

TR

USIO

N

5

AN

CH

ORS

TO

BE T

YPIC

ALL

Y SP

AC

ED

AT 1'-

6 |

TO |

MA

X. (T

YP.)

GUTTER LINE

1'-

7

2

2•

59•

END OF BARRIER RAIL

A

6(T

YP.)

22

SP

AC

ED

AT 1'-

6

|

TO |

MA

X. (T

YP.)

B

A

TRAFFIC

B

1'-0

PLATE TRAVEL

BARRIER FOR

•" RECESS IN

ƒ

CC

MI

N.

FROM THESE POINTS

BEND UP EXTRUSION 30°

11`x`…x ___ {

55

SP

LIC

E

EX

TR

USI

ON

AN

CH

OR

S

TO

BE

TY

PIC

AL

LY

0°`SKEW

PART PLAN VIEW OF EXPANSION DEVICE

RE

VISI

ON 08-13 -

AD

DE

D

A

CO

RR

ES

PO

NDI

NG

MA

XI

MU

M

DE

CK

TE

MP

ER

AT

UR

E

CO

LU

MN

TO

EX

PA

NSI

ON

DE

VIC

E

TA

BL

E.

AD

DE

D

A

SP

LIC

E

DE

TAIL

TO

TH

E

PA

RT

PL

AN

VIE

WS.

8/29/2016 12:34:40 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1026s2 11x17_pdf.pltcfg8/29/2016 12:34:40 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1026s2 11x17_pdf.pltcfg

COUNTY




EXPANSION DEVICE NOTES

F-SHAPE EXPANSION DEVICE DETAILS STEEL EXTRUSION WITH NEOPRENE GLAND (2 OF 2)

AFTER INSTALLATION OF EACH NEOPRENE GLAND, THE CONTRACTOR SHALL PERFORM

WATERTIGHT INTEGRITY TESTS AT THE DECK LEVEL TO DETECT ANY LEAKAGE. THE

TESTS ARE TO CHECK FOR LEAKAGE AT THE UPTURNED ENDS OF THE EXPANSION DEVICE

AND FOR LEAKAGE ALONG THE EXPANSION DEVICE ACROSS THE DECK AND ANY MEDIANS

OR SIDEWALKS. THE CONTRACTOR MAY CONDUCT A SINGLE TEST OF THE ENTIRE DEVICE

INCLUDING UPTURNED ENDS OR MAY CONDUCT SEPARATE TESTS OF UPTURNED ENDS

AND ONE OR MORE TESTS OF OVERLAPPING LENGTHS BETWEEN THE UPTURNED ENDS.

AT EACH UPTURNED END OF THE EXPANSION DEVICE, THE CONTRACTOR SHALL BLOCK

OUT ON THE DECK AT LEAST 3 FEET OF THE EXPANSION DEVICE LEADING TO THE UPTURNED

END AND FLOOD THE AREA. A MINIMUM WATER DEPTH OF 3" SHALL BE MAINTAINED AT

THE GUTTERLINE FOR AT LEAST 30 MINUTES. DURING THE TEST, THE INSPECTOR SHALL

OBSERVE FOR ANY OVERFLOW AT THE UPTURNED END. AT THE CONCLUSION OF THE TEST

THE INSPECTOR WILL EXAMINE THE UNDERSIDE OF THE JOINT FOR LEAKAGE. THE

EXPANSION DEVICE IS CONSIDERED WATERTIGHT IF THE INSPECTOR OBSERVES NO

OVERFLOW DURING THE TEST AND IF NO DRIPPING WATER OR WATER DROPLETS ARE

VISIBLE IN THE UNDERDECK AREAS NEAR THE UPTURNED END.

THE CONTRACTOR SHALL TEST THE EXPANSION DEVICE BETWEEN UPTURNED ENDS BY

BLOCKING OUT AND COVERING THE DEVICE WITH PONDED OR FLOWING WATER TO A

DEPTH OF AT LEAST 1" AT ALL POINTS, FOR AT LEAST 30 MINUTES. VERTICAL CURB SURFACES

MAY BE TESTED WITH AN UNNOZZLED HOSE DELIVERING APPROXIMATELY ONE GALLON PER

MINUTE DIRECTED TO FLOW OVER THE ENTIRE CURB HEIGHT FOR 30 MINUTES. AT THE

CONCLUSION OF THE TEST, THE INSPECTOR WILL EXAMINE THE UNDERSIDE OF THE JOINT

FOR LEAKAGE. THE EXPANSION DEVICE IS CONSIDERED WATERTIGHT IF NO DRIPPING WATER

OR WATER DROPLETS ARE VISIBLE IN THE UNDERDECK AREAS ALONG THE FULL LENGTH OF

THE EXPANSION JOINT. DAMP CONCRETE THAT DOES NOT SHOW DRIPPING WATER OR WATER

DROPLETS IS NOT CONSIDERED A SIGN OF LEAKAGE.

IF THE EXPANSION DEVICE LEAKS AT AN UPTURNED END OR ALONG ITS LENGTH, THE

CONTRACTOR SHALL LOCATE THE LEAK(S) AND TAKE REPAIR MEASURES TO STOP THE

LEAKAGE. THE REPAIR MEASURES SHALL BE AS RECOMMENDED BY THE MANUFACTURER

AND APPROVED BY THE ENGINEER PRIOR TO BEGINNING CORRECTIVE WORK.

IF MEASURES TO ELIMINATE LEAKAGE ARE TAKEN, THE CONTRACTOR SHALL PERFORM

SUBSEQUENT WATERTIGHT INTEGRITY TESTS SUBJECT TO THE SAME CONDITIONS AS

THE ORIGINAL TEST.

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN - 1026s2 -

THIS

SH

EE

T IS

SU

ED 11-08.

STANDARD SHEET 1026s2

THE NEOPRENE GLAND IS TO BE PLACED AS ONE CONTINUOUS PIECE FROM END TO END

OF THE STEEL EXTRUSION.

THE NEOPRENE GLAND SHALL CONFORM TO ASTM-2628 MODIFIED TO EXCLUDE RECOVER

TEST AND COMPRESSION SET.

THE NUMBER OF FEET OF NEOPRENE GLAND INSTALLED SHALL BE PAID FOR AT THE CONTRACT

PRICE PER FOOT BASED ON PLAN QUANTITIES. THE PRICE FOR "NEOPRENE GLAND INSTALLATION

AND TESTING" SHALL BE FULL COMPENSATION FOR INSTALLING AND TESTING OF THE NEW

NEOPRENE GLAND. THIS WORK WILL CONSIST OF CLEANING THE EXTRUSION, INSTALLATION OF

THE NEOPRENE GLAND AND WATER TIGHT TESTING OF THE EXPANSION JOINT SYSTEM. ALL

WORK AND MATERIALS NECESSARY FOR THE INSTALLATION OF THE NEOPRENE GLAND SHALL

COMPLY WITH THE RECOMMENDATIONS OF THE EXPANSION JOINT MANUFACTURER. THE PRICE

BID FOR "NEOPRENE GLAND INSTALLATION AND TESTING" SHALL INCLUDE ALL WATERTIGHT

INTEGRITY TESTING, LEAK REPAIRS AS DIRECTED BY THE ENGINEER, AND SUBSEQUENT

WATERTIGHT TESTING UNTIL A LEAK FREE INSTALLATION IS ACHIEVED.

THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP DRAWINGS OF THE EXPANSION

DEVICES SHOWING LAYOUT, MATERIAL TO BE USED, AND PROVISIONS FOR THE HOLDING

DEVICE DURING PLACEMENT OF CONCRETE.

THE EXPANSION DEVICE SHALL BE GALVANIZED AFTER WELDING. ALL CURB PLATES

INCLUDING THEIR ANCHORAGES SHALL BE GALVANIZED.

THE EXPANSION DEVICE IS TO BE PARALLEL TO GRADE.

GRADE OF STRUCTURAL STEEL FOR THE EXPANSION DEVICE SHALL BE ASTM A36.

BLOCKOUT DETAILS MAY BE ALTERED FROM THOSE SHOWN PROVIDED THE GLAND MAY

BE INSTALLED AND REMOVED IF NECESSARY AND THE CURB AREA REMAINS WATERTIGHT.

INDIVIDUAL LENGTH OF PIECES SHALL BE CHOSEN SO THAT A MINIMUM NUMBER OF

SPLICES IS REQUIRED. ALL PIECES SHALL BE JOINED WITH A PREQUALIFIED PARTIAL

THE NUMBER OF FEET OF STEEL EXTRUSION INSTALLED SHALL BE PAID FOR AT THE

CONTRACT PRICE PER FOOT BASED ON PLAN QUANTITIES. THE PRICE BID FOR "STEEL

EXTRUSION JOINT W/NEOPRENE" SHALL INCLUDE THE COST OF FURNISHING BUT NOT

THE COST OF INSTALLING THE NEOPRENE GLAND. THE CONTRACT PRICE BID FOR "STEEL

EXTRUSION JOINT W/NEOPRENE" SHALL BE FULL COMPENSATION FOR FURNISHING AND

INSTALLING STEEL EXTRUSIONS. THIS WORK WILL CONSIST OF FURNISHING ALL REQUIRED

MATERIALS, (INCLUDING THE …" PLATES AT THE CURBS AND THEIR ANCHORAGE SYSTEMS),

AND THE INSTALLATION AND ADJUSTMENT OF THE EXPANSION JOINTS IN ACCORDANCE

WITH THE DETAILS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. THE

FURNISHING AND INSTALLATION OF ALL NECESSARY HARDWARE AND ACCESSORIES AS

SUPPLIED BY THE EXPANSION JOINT MANUFACTURER ARE TO BE INCLUDED IN THIS WORK,

INCLUDING THE ANCHORAGE SYSTEM AND ANY TEMPORARY ERECTION MATERIAL. ALL WORK

AND MATERIALS FOR THE INSTALLATION OF THE EXPANSION JOINTS ARE TO COMPLY

WITH THE WRITTEN RECOMMENDATIONS OF THE EXPANSION JOINT MANUFACTURER.

FIELD CONSTRUCTION NOTES:

CAP SCREWS SHALL BE COUNTERSUNK ˆ" BELOW TOP OF THE PLATE. THE MINIMUM

STEEL EXTRUSION NOTES: NEOPRENE GLAND NOTES: WATERTIGHT INTEGRITY TESTING AND REPAIR NOTES:

SHOP SPLICES OF THE STEEL EXTRUSION WILL BE PERMITTED. PRIOR TO MAKING SHOP

SPLICES STEEL EXTRUSION PIECES SHALL HAVE A MINIMUM LENGTH OF 15 FEET. THE

MATERIALS I.M. 410.

GALVANIZED COATING DAMAGE BY FIELD WELDING SHALL BE REPAIRED IN ACCORDANCE WITH

ENDS TO ACCOMMODATE THE NECESSARY WELDING. SEE DETAILS IN THESE PLANS.

ON THE SHOP DRAWINGS. THE CONNECTION DETAILS SHALL INCLUDE TAB PLATES AND PREPARED

IF THE STEEL EXTRUSION IS SPLICED IN THE FIELD, THE SPLICE LOCATION SHALL BE DETAILED

4 2

1"

3

1• 1•

1•

•

•

•

60° ‰

TYP.

‚

GROUND FLUSH

CONCRETE TO BE

IN CONTACT WITH

ALL SURFACES NOT

†"½ GALVANIZED BOLT

‰60°

TYP.

H.T.S. BOLT

†"½ x 0'-2‚

(TAB PLATE)

{ 3 x 4• x •

(TAB PLATE)

{ 3 x 4• x •

END VIEW

FIELD SPLICE DETAIL

SECTION THRU EXTRUSION

PENETRATION SINGLE GROOVE WELD DETAILED ON THE SHOP DRAWING. ALL SURFACES

NOT IN CONTACT WITH CONCRETE ARE TO BE GROUND FLUSH. NO WELD SHALL BE

PERMITTED IN THE INTERNAL SECTION OF THE EXTRUSION WHERE THE NEOPRENE GLAND

IS TO BE INSTALLED.

THE STATE.

COMPLETE INSTALLATION AND TESTING OF NEOPRENE GLAND AT NO EXTRA CHARGE TO

SITE AFTER ALL OTHER REQUIRED WORK HAS BEEN COMPLETED, THE CONTRACTOR SHALL

OF THE NEOPRENE GLAND. IF THE CONTRACTOR IS REQUIRED TO RETURN TO THE PROJECT

CONTRACTOR TO RETURN TO THE PROJECT SITE TO COMPLETE INSTALLATION AND TESTING

CONTRACTOR HAS COMPLETED ALL OTHER REQUIRED WORK, IT WILL BE NECESSARY FOR THE

TEMPERATURE DOES NOT FALL WITHIN THE SPECIFIED TEMPERATURE RANGE BEFORE THE

TEMPERATURES ON THE UNDERSIDE OF THE DECK ADJACENT TO THE JOINTS. IF THE DECK

IN THESE PLANS. THE DECK TEMPERATURE SHALL BE MEASURED BY RECORDING THE SURFACE

AND THE MINIMUM JOINT OPENING AND CORRESPONDING MAXIMUM DECK TEMPERATURE SHOWN

THE CONTRACTOR SHALL INSTALL THE GLAND ABOVE THE MINIMUM TEMPERATURE OF 45°

AN

AD

DITI

ON

AL

NE

OP

RE

NE

GL

AN

D

NO

TE

AB

OU

T

TH

E

CO

RR

ES

PO

NDI

NG

MA

XI

MU

M

DE

CK

TE

MP

ER

AT

UR

E

WA

S

AD

DE

D.

RE

VISI

ON 08-13 - S

TE

EL

EX

TR

USI

ON

NO

TE

WA

S

AD

DE

D

TO

SH

OW

A

WE

LD

DE

TAIL

ON

TH

E

SH

OP

DR

AWI

NG

S

FO

R

SP

LIC

ES.



INTERSECTION

LINES OF

5c2

5d1 5c1 5d1

5d1

CONSTRUCTION JOINT

TYPICAL PERMISSIBLE


A

A

LAP

MIN.



PART PLAN VIEW

PART ELEVATION VIEW


VERTICAL

VERTICAL

LONGITUDINAL

5c1

5c2

5d1

BENT BAR DETAILS

TOTAL SECTION



QUANTITYUNITITEM

5c1

2'-2

ƒ"


5c2

PART SECTION A-A

SIDEWALK

2'-

0

PART ELEVATION VIEW

RO

AD

WA

YSI

DE

WA

LK

1'-

5

PART PLAN VIEW

BARRIER RAIL

END OF

BARRIER RAIL

END OF

BARRIER RAIL

END OFBARRIER RAIL

END OF

RO

AD

WA

YSI

DE

WA

LK

1'-

5

BARRIER RAIL

END OF

BARRIER RAIL

END OF

SI

DE

WA

LK

RO

AD

WA

Y1'-

5

2•

PART PLAN VIEW PART PLAN VIEW

VIEWS ONLY IF SKEWED

NOTE TO DETAILER USE THESE

STEEL SIDEWALK RAIL

STEEL SIDEWALK RAIL

6'-0

ROADWAY WIDTH (LEVEL)

SECTION A-A IF THEY ARE NOT APPLICABLE.

OVERLAY AND DRAIN SLOTS IN PART

NOTE TO DETAILER, TAKE OFF SIDEWALK


59•

59•

59•

37

L.F.

8 }

WEIGHT

TOTAL ( LBS.)

@ .1052 CU. YD. PER FT.

SPACES @ 1'-0 = ; - 5c1 & 5c2

5c1 5c2

1'-0

D=4ƒ

D=3ƒ

D=3ƒ

8‚ 1…

2'-

7

2'-

4

2'-

0ƒ

6‚

5Š

7

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

8‰

1'-

10„

GRADE.

BARRIER RAIL INSTALLED WILL BE PAID FOR AT THE CONTRACT PRICE PER

MEASURED FROM END TO END OF RAIL. THE NUMBER OF LINEAL FEET OF








BARRIER RAIL NOTES:






THE CONCRETE BARRIER RAIL IS TO BE BID ON A LINEAL FOOT BASIS


LINEAL FOOT BASED ON PLAN QUANTITIES. PRICE BID FOR CONCRETE

BARRIER RAILING SHALL BE FULL COMPENSATION FOR FURNISHING ALL

MATERIAL, EXCLUDING REINFORCING STEEL, AND ALL OF THE EQUIPMENT

AND LABOR REQUIRED TO ERECT THE RAIL IN ACCORDANCE WITH THESE

*





STANDARD SECTION


5'-11

5c2

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*

5c1

5d1

4

EQ

UA

L S

PS. - 5d

1 S

PA

CI

NG

1'-5

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

3

31"

2'-

10

4ƒ

COATING.

OF BOND BREAKING

INDICATES AREA

HATCHED AREA

(TYPICAL)

‚" MIN.

TOP AND SIDES

JOINT SEALER ON

COATING

BOND BREAKING

2•

2•

2'-

10

F-SHAPE BARRIER RAIL--SIDEWALK

1'-

10

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1028

A -

THIS

SH

EE

T IS

SU

ED 02-00.



PLANS AND CURRENT SPECIFICATIONS.

RE

VIS

ED 10-14 -

MO

VE

D

TH

E

OU

TL

ET

OF

TH

E

DR

AI

N

SL

OT 2 I

NC

HE

S

AB

OV

E

TH

E

BRI

DG

E

DE

CK S

UR

FA

CE.

DRAINS.

MOVE LONGIT. BARS TO CLEAR

ABOVE BRIDGE DECK SURFACE.

2`x`6 DRAIN SLOTS 2 INCHES

COUNTY





INTERSECTION

LINES OF

5c2

5d1 5c1 5d1

5d1

CONSTRUCTION JOINT

TYPICAL PERMISSIBLE


A

A

LAP

MIN.



PART PLAN VIEW

PART ELEVATION VIEW

BENT BAR DETAILS

TOTAL SECTION



QUANTITYUNITITEM

5c1

2'-2

ƒ"


5c2

PART SECTION A-A

SIDEWALK

2'-

0

PART ELEVATION VIEW

RO

AD

WA

YSI

DE

WA

LK

1'-

5

PART PLAN VIEW

BARRIER RAIL

END OF

BARRIER RAIL

END OF

BARRIER RAIL

END OFBARRIER RAIL

END OF

RO

AD

WA

YSI

DE

WA

LK

1'-

5

BARRIER RAIL

END OF

BARRIER RAIL

END OF

SI

DE

WA

LK

RO

AD

WA

Y1'-

5

2•

PART PLAN VIEW PART PLAN VIEW

VIEWS ONLY IF SKEWED

NOTE TO DETAILER USE THESE

STEEL SIDEWALK RAIL

STEEL SIDEWALK RAIL

ROADWAY WIDTH (LEVEL)

SECTION A-A IF THEY ARE NOT APPLICABLE.

OVERLAY AND DRAIN SLOTS IN PART

NOTE TO DETAILER, TAKE OFF SIDEWALK


59•

59•

59•

37

L.F.

8 }

@ .1052 CU. YD. PER FT.

SPACES @ 1'-0 = ; - 5c1 & 5c2

5c1 5c2

1'-0

D=4ƒ

D=3ƒ

D=3ƒ

8‚ 1…

2'-

7

2'-

4

2'-

0ƒ

6‚

5Š

7

2'-

0

5•

5• 3ƒ

9Ž

5‚

7‚

77‚

6‹

8‰1'-

10„

GRADE.

BARRIER RAIL INSTALLED WILL BE PAID FOR AT THE CONTRACT PRICE PER

MEASURED FROM END TO END OF RAIL. THE NUMBER OF LINEAL FEET OF








BARRIER RAIL NOTES:





THE CONCRETE BARRIER RAIL IS TO BE BID ON A LINEAL FOOT BASIS


LINEAL FOOT BASED ON PLAN QUANTITIES. PRICE BID FOR CONCRETE

BARRIER RAILING SHALL BE FULL COMPENSATION FOR FURNISHING ALL

MATERIAL, EXCLUDING REINFORCING STEEL, AND ALL OF THE EQUIPMENT

AND LABOR REQUIRED TO ERECT THE RAIL IN ACCORDANCE WITH THESE

*





STANDARD SECTION


5c2

POI

NT

OF

IN

TE

RS

EC

TI

ON

*

*

5c1

5d1

4

EQ

UA

L S

PS. - 5d

1 S

PA

CI

NG

1'-5

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"

3

31"

2'-

10

4ƒ

COATING.

OF BOND BREAKING

INDICATES AREA

HATCHED AREA

(TYPICAL)

‚" MIN.

TOP AND SIDES

JOINT SEALER ON

COATING

BOND BREAKING

2•

2•

2'-

10

F-SHAPE BARRIER RAIL--SIDEWALK

1'-

10


VERTICAL

LONGITUDINAL

5c1

5d1

WEIGHT

5'-11


VERTICAL5c2 6'-0

WEIGHT








EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1028S

A -

THIS

SH

EE

T IS

SU

ED 04-14 -

AD

DE

D

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG

BA

R

LIS

T

AN

D

CH

AN

GE

D 5c

2

BA

RS

TO

ST

AI

NL

ES

S

ST

EE

L.



PLANS AND CURRENT SPECIFICATIONS.

RE

VIS

ED 10-14 -

MO

VE

D

TH

E

OU

TL

ET

OF

TH

E

DR

AI

N

SL

OT 2 I

NC

HE

S

AB

OV

E

TH

E

BRI

DG

E

DE

CK S

UR

FA

CE.

DRAINS.




COUNTY





TYPICAL SECTION3

2'-

0

ƒ

1'-0 9• 7•

4ƒ

6'-

0

CH

AI

N

LI

NK F

EN

CE

• IN STEEL RAIL

1'-0 1'-04 RAIL POST SPACES @ 4'-6=18'-0

TYPICAL 20'-0 STEEL RAIL PANEL

6 6

ELEVATION OF FENCE

TENSION BAR

END OF

WINGTOP OF SIDEWALK

FENCE DETAILS

BASE PLATE DETAILS FOR END POST AND LINE POSTS

†

1‚1‚

1‚

1‚

2ƒ

2ƒ

8

8•

6

SHI

M †•

5•

4 •

5‚

4 8•

•

TYP.

‚

‚

1ƒ

Ž Ž

1‚

1ƒ

1‚ 1‚6

8•

3

PLAN

RAIL AND RAIL POST DETAILS

‚

‚

ELEVATION

2'-0•

•

4ƒ

4ƒ 2

2

1'-3• 4• 2•

ST

EE

L

BA

SE {

12

•

‚

RAIL END SECTION

†"½ STEEL STUD CONCRETE ANCHORS

PART SECTION

4ƒ

‚

‚4

2 2

7•

1‚

1‚

2•

2•

•"½ HOLES

4

2 2

7•

1‚

1‚

2•

2•

QUANTITIESITEM AMOUNT

6 6 •

1'-0•

DETAIL "A"

•" JOINT OPENING

SEE DETAIL "A"

END SECTION END SECTIONSTEEL RAIL PANELS @ 20'-0

END TO END OF BARRIER RAIL

END TO END OF WINGS

SPACES @ = STATIONS

1'-

10

| ƒ"

½

DRAIN

HOLE

6

SPACES @ 10'-0=

2x6 DRAIN OPENING

NOTE: MAXIMUM POST SPACING IS 10'-0.

1• 1•

1•

1•

LIN. FT.

UNITS

ƒ" C

LE

AR

1'-

10

11

4'-5

4'-3

R=6'-

0

ŽŽ

EDGE OF SHIM

SIDEWALK

USE AS REQUIRED.

STEEL SHIM FOR EACH RAIL POST.

NOTE : PROVIDE ˆ" GALVANIZED

SIDEWALK

7

HOLE

•"½ DRAIN

CONCRETE STUD ANCHORS

•"½ HOLES FOR †"½x0'-6

NUTS AND WASHERS

GALVANIZED STEEL

PLATE

STEEL

GALVANIZED

AND END POSTS

FACE OF LINE POSTS

STEEL SHIM

GALVANIZED

TO BE USED AS REQUIRED.

STEEL SHIMS FOR EACH FENCE POST,

NOTE: PROVIDE 2-ˆ" GALVANIZED

WASHER

STEEL NUT AND

GALVANIZED

(GALVANIZED)

RAIL POST SHIM

VERTICAL

SET

RAIL SPLICE

I.D.) STD. STEEL PIPE

1•"½ (1.90" O.D.-1.61"

RAIL


2"½ (2.375" O.D.-2.067"

BOTTOM RAILS AND BRACES

24" CENTERS TOP AND

WIRE TIES OR CLIPS AT

LINE POST

REQUIRED ON EACH

AT 12" CENTERS (MAX.)

WIRE TIES OR CLIPS

TENSION BAND

END POST

AN

D

SHI

M

{ AND SHIM

•"½ HOLES IN

AS REQUIRED

GALV. SHIM USE

PROVIDE ˆ"

TOP OF CONCRETE BARRIER

BEVELED TO MATCH SLOPE OF

BOTTOM OF POSTS TO BE

PIPE

2.067" I.D.) STANDARD STEEL

BOTTOM RAIL, 2"½ (2.375" O.D.-

PIPE


BRACE RAIL, 2"½ (2.375" O.D.-

PIPE


TOP RAIL, 1‚"½ (1.660" O.D.-

PIPE

2.323" I.D.) EXTRA STRONG STEEL

LINE POST, 2•"½ (2.875" O.D.-

REQUIRED

SHIM WHERE

BE SET VERTICAL.

ALL POSTS SHALL

WITH TURN BUCKLE

…"½ DIAGONAL TENSION ROD

PIPE


END POST, 2•"½ (2.875" O.D.-

RAIL AND RAIL POST


2"½ (2.375" O.D.-2.067"

CONCRETE ANCHORS

†"½ STEEL STUD

BASIS MEASURED FROM | TO | OF END POSTS. THE PRICE

COMPENSATION FOR FURNISHING ALL MATERIAL, INCLUDING

CONCRETE ANCHORS AND SHIMS, AND ALL OF THE EQUIPMENT

AND LABOR REQUIRED TO ERECT THE FENCE IN ACCORDANCE

WITH THESE PLANS AND SPECIFICATIONS.

THE CHAIN LINK FENCE SHALL BE EITHER ZINC OR

ALUMINUM COATED FABRIC, 2" MESH, NO. 9 WIRES, 72" HEIGHT

WITH KNUCKLED SELVAGES TOP AND BOTTOM.

THE STUD CONCRETE ANCHORS SHALL BE GALVANIZED

AND HAVE A MINIMUM PULLOUT STRENGTH OF 8000 POUNDS

THE FENCE SHALL BE TRUE TO LINE, TAUT, AND

COMPLY WITH THE BEST PRACTICE FOR FENCE CONSTRUCTION

OF THIS TYPE. ALL ENDS OF WIRES SHALL BE TURNED SO

THAT THEY EXTEND AWAY FROM THE SIDEWALK SIDE OF

THE FENCE.

ENDS OF RAIL SECTIONS ARE TO BE SAWED OR MILLED.

ALL CUT ENDS ARE TO BE TRUE, SMOOTH, AND FREE OF

NO PAINTING WILL BE REQUIRED.


AND HAVE A MINIMUM PULL OUT STRENGTH OF 8000 POUNDS

BURRS OR RAGGED EDGES.

BASED ON 4000 PSI CONCRETE.

FOR DETAILS OF CONCRETE BARRIER RAIL SEE DESIGN

THE MATERIAL FOR POSTS, BRACES AND RAILS SHALL BE

THE MATERIAL FOR TUBE RAILS, POSTS AND SPLICE TUBES

SHALL BE STANDARD STEEL PIPE MEETING THE REQUIREMENTS

END SECTIONS SHALL BE GALVANIZED, AFTER FABRICATION, IN

STEEL CHAIN LINK FENCE NOTES:

…"½ DRAIN HOLES, TYP.


EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1029

A -

THIS

SH

EE

T IS

SU

ED 02-00

LEVEL

CHAIN LINK FENCE, 72" HEIGHT

STEEL PIPE PEDESTRIAN HAND RAIL

LIN. FT.

ELEVATION OF SIDEWALK BARRIER RAIL & STEEL PIPE PEDESTRIAN HAND RAIL

THE CHAIN LINK FENCE IS TO BE BID ON A LINEAR FOOT

BID FOR "CHAIN LINK FENCE, 72" HEIGHT" SHALL BE FULL

PEDESTRIAN HAND RAIL NOTES:

THE EQUIPMENT AND LABOR REQUIRED TO ERECT THE RAIL

SHALL BE FULL COMPENSATION FOR FURNISHING ALL

ON A LINEAL FOOT BASIS MEASURED END TO END OF RAIL.

IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.

MATERIAL, INCLUDING ANCHOR BOLTS AND SHIMS, AND ALL OF

SHEET ___ OF THESE PLANS.

THE STEEL PIPE PEDESTRIAN HAND RAIL IS TO BE BID

LINEAL FEET OF STEEL PIPE PEDESTRIAN HAND RAIL

F-SHAPE PEDESTRIAN RAIL-STEEL - INTEGRAL ABUTMENT

2`% SLOPE

( 5'-0 MIN. CL. )

LEVEL

WATERWAY.

IS OVER R.R. OR

WHEN STRUCTURE

NEED TO REVIEW

DESIGNER MAY

STEEL PIPE IN ACCORDANCE WITH ARTICLE 4154.10, A, OF THE

PLATES SHALL BE GALVANIZED, AFTER FABRICATION, IN

ACCORDANCE WITH THE REQUIREMENTS OF ASTM A123. SPECIAL

STANDARDS SPECIFICATIONS. BASE PLATES AND SHIMS SHALL

{`4`x`ƒ`x`2'-0•

GALVANIZED STEEL

{`4x`ƒ`x`0'-7•

STEEL PIPE RAIL POST

4`x`ƒ { BELOW 2"½

•"½ DRAIN HOLE IN

{`3`x`†

MEET THE REQUIREMENTS OF ASTM A36. POSTS AND BASE

THE STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED.

FITTINGS SHALL BE IN ACCORDANCE WITH ARTICLE 4154.11, OF

OF ASTM A53, TYPE E OR S, GRADE B. BASE PLATES AND SHIMS

SHALL MEET THE REQUIREMENTS OF ASTM A36. PANELS AND

ACCORDANCE WITH THE REQUIREMENTS OF ASTM A123.


THE PRICE BID FOR STEEL PIPE PEDESTRIAN HAND RAIL

CO

RR

EC

TI

ON 10-14 -

RE-

DE

FI

NE

D

TH

E

SU

RF

AC

E

OF

TH

E

BRI

DE

DE

CK I

N

TH

E

TY

PIC

AL S

EC

TI

ON

RE

FE

RRI

NG

TO

TH

E

DR

AI

N

SL

OT

S.

CONCRETE ANCHORS

†"½ STEEL STUD

6

THE REQUIREMENTS OF ASTM A123.

NOTE: POSTS AND BASE PLATES SHALL BE GALVANIZED, AFTER FABRICATION, IN ACCORDANCE WITH

DRAINS.




COUNTY





TYPICAL SECTION

3

ƒ

1'-0 9• 7•

4ƒ

6'-

0

CH

AI

N

LI

NK F

EN

CE

•

IN STEEL RAIL

1'-0 1'-04 RAIL POST SPACES @ 4'-6=18'-0


6 6

ELEVATION OF FENCE

TENSION BAR

6

TOP OF SIDEWALK

ƒ" C

LE

AR

FENCE DETAILS


†

1‚1‚

1‚

1‚

2ƒ

2ƒ

8

8•

6

SHI

M †•

5•

4 •

5‚

4 8•

•

TYP.

‚

‚

1ƒ

Ž Ž

1‚

1ƒ

1‚ 1‚6

8•

3

PLAN


‚

‚

ELEVATION

2'-0•

•

4ƒ

4ƒ 2

2

1'-3• 4• 2•

ST

EE

L

BA

SE {

12

•

‚

RAIL END SECTION


PART SECTION

4ƒ

‚

‚4

2 2

7•

1‚

1‚

2•

2•

•"½ HOLES.

4

2 2

7•

1‚

1‚

2•

2•

6 6 •

1'-0•

DETAIL "A"

9•9•

•" JOINT OPENING

SEE DETAIL "A"

9•

9•



END TO END OF WINGS

SPACES @ = STATIONS

1'-

10

6

SPACES @ 10'-0=

2x6 DRAIN OPENING


1'-

10

| ƒ"

½

DRAIN

HOLE

11

4'-3

4'-5

R=6'-

0

ŽŽ

EDGE OF SHIM

SIDEWALK

USE AS REQUIRED.



RAIL


2"½ (2.375" O.D.-2.067"

RAIL SPLICE


1•"½ (1.90" O.D.-1.61"

RAIL AND RAIL POST


2"½ (2.375" O.D.-2.067"

BARRIER RAIL

END OF

WASHER

STEEL NUT AND

GALVANIZED

(GALVANIZED)

RAIL POST SHIM

STEEL SHIM

GALVANIZED




AND END POSTS

FACE OF LINE POSTS

WING

END OF

NUTS AND WASHERS

GALVANIZED STEEL



PLATE

STEEL

GALVANIZED

HOLE

•"½ DRAIN

LINE POST

REQUIRED ON EACH


WIRE TIES OR CLIPS


24" CENTERS TOP AND


CONCRETE ANCHORS

†"½ STEEL STUD

TENSION BAND

END POST

AN

D

SHI

M

PIPE


END POST, 2•"½ (2.875" O.D.-

PIPE


LINE POST, 2•"½ (2.875" O.D.-

PIPE


TOP RAIL, 1‚"½ (1.660" O.D.-

REQUIRED

SHIM WHERE

BE SET VERTICAL.

ALL POSTS SHALL

WITH TURN BUCKLE


PIPE


BRACE RAIL, 2"½ (2.375" O.D.-

PIPE






{ AND SHIM

•"½ HOLES IN

CONCRETE ANCHORS

†"½ STEEL STUD

SIDEWALK

2'-

07

VERTICAL

SET

AS REQUIRED

GALV. SHIM USE

PROVIDE ˆ"



EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1029

B -

THIS

SH

EE

T IS

SU

ED 02-00



F-SHAPE PEDESTRIAN RAIL-STEEL - STUB ABUTMENT

LEVEL


LIN. FT.

UNITS



LIN. FT.

2`% SLOPE

LEVEL

( 5'-0 MIN. CL. )

WATERWAY.

IS OVER R.R. OR

WHEN STRUCTURE

NEED TO REVIEW

DESIGNER MAY
















THE FENCE.




























{`3`x`†

{`4`x`ƒ`x`0'-7•


4`x`ƒ { BELOW 2"½


FOR DETAILS

SEE DES. SHT. ___

1'-7•`x`… {

{`4`x`ƒ`x`2'-0•

GALVANIZED STEEL









NOTE : POSTS AND BASE PLATES SHALL BE GALVANIZED, AFTER FABRICATION, IN ACCORDANCE WITH

PLATE DETAILS

FOR RAIL END &

END SECTION"

NOTE: SEE "RAIL

DRAINS.




CO

RR

EC

TI

ON 10-14 -

RE-

DE

FI

NE

D

TH

E

SU

RF

AC

E

OF

TH

E

BRI

DE

DE

CK I

N

TH

E

TY

PIC

AL S

EC

TI

ON

RE

FE

RRI

NG

TO

TH

E

DR

AI

N

SL

OT

S.

COUNTY





TYPICAL SECTION

CONCRETE ANCHORS.

†"½ STEEL STUD

3

1'-

10

ƒ

1'-0 9• 7•

4ƒ

6'-

0

CH

AI

N

LI

NK F

EN

CE

• 4'-3

IN STEEL RAIL

1'-0 1'-04 RAIL POST SPACES @ 4'-6=18'-0


R=6'-

0

6 6

ELEVATION OF FENCE

TENSION BAR

6

TOP OF SIDEWALK

ƒ" C

LE

AR

FENCE DETAILS


†

1‚1‚

1‚

1‚

2ƒ

2ƒ

8

8•

6

SHI

M †•

5•

4 •

5‚

4 8•

•

TYP.

‚

‚

1ƒ

Ž Ž

1‚

1ƒ

1‚ 1‚6

8•

3

PLAN


| ƒ"

½

DRAIN

HOLE

‚

‚

ELEVATION

2'-0•

•

4ƒ

4ƒ 2

2

1'-3• 4• 2•

ST

EE

L

BA

SE {

12

•

‚

RAIL END SECTION


PART SECTION

4ƒ

‚

‚4

2 2

7•

1‚

1‚

2•

2•

•"½ HOLES.

4

2 2

7•

1‚

1‚

2•

2•

1'-

10

6 6 •

1'-0•

DETAIL "A"

4'-5

•" JOINT OPENING

SEE DETAIL "A"

11



END TO END OF WINGS

SPACES @ = STATIONS

1•

1•

1•

1•

NOTE : MAXIMUM POST SPACING IS 10'-0.

EDGE OF SHIM

SIDEWALK

ŽŽ

USE AS REQUIRED.



LINE POST

REQUIRED ON EACH


WIRE TIES OR CLIPS


24" CENTERS TOP AND




AND END POSTS

FACE OF LINE POSTS

RAIL AND RAIL POST


2"½ (2.375" O.D.-2.067"

NUTS AND WASHERS

GALVANIZED STEEL

TENSION BAND

END POST

AN

D

SHI

M

{ AND SHIM

•"½ HOLES IN

AS REQUIRED

GALV. SHIM USE

PROVIDE ˆ"

PIPE


END POST, 2•"½ (2.875" O.D.-

PIPE


LINE POST, 2•"½ (2.875" O.D.-

PIPE


TOP RAIL, 1‚"½ (1.660" O.D.-

REQUIRED

SHIM WHERE

BE SET VERTICAL.

ALL POSTS SHALL

WITH TURN BUCKLE


PIPE


BRACE RAIL, 2"½ (2.375" O.D.-

PIPE






CONCRETE ANCHORS

†"½ STEEL STUD

RAIL


2"½ (2.375" O.D.-2.067"

RAIL SPLICE


1•"½ (1.90" O.D.-1.61"




STEEL SHIM

GALVANIZED

WASHER

STEEL NUT AND

GALVANIZED

(GALVANIZED)

RAIL POST SHIM

HOLE

•"½ DRAIN

SIDEWALK

2'-

07

WING

END OF

VERTICAL

SET

PLATE

STEEL

GALVANIZED


STANDARD SHEET 1029C

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1029

C -

THIS

SH

EE

T IS

SU

ED 02-00



F-SHAPE PEDESTRIAN RAIL-STEEL - INTEGRAL ABUTMENT


LIN. FT.

UNITS



LIN. FT.

2`% SLOPE

( 5'-0 MIN. CL. )LEVEL

WATERWAY.

IS OVER R.R. OR

WHEN STRUCTURE

NEED TO REVIEW

DESIGNER MAY

CROWN.

MATCH ROADWAY

SIDE WALK TO
















THE FENCE.




























RE

VIS

ED 04-11 -

TH

E

MA

TE

RI

AL

RE

FE

RE

NC

E

FO

R

TH

E

PO

ST,

BR

AC

ES,

&

RAILS

WA

S

CH

AN

GE

D

TO

AR

TIC

LE 4154.1

0,

A,

OF

TH

E

ST

AN

DA

RD

SP

ECIFIC

ATI

ON

S.

{`3`x`†

{`4`x`ƒ`x`0'-7•

{`4`x`ƒ`x`2'-0•

GALVANIZED STEEL


4`x`ƒ { BELOW 2"½











COUNTY





TYPICAL SECTION

CONCRETE ANCHORS.

†"½ STEEL STUD

3

1'-

10

ƒ

1'-0 9• 7•

4ƒ

6'-

0

CH

AI

N

LI

NK F

EN

CE

• 4'-3

IN STEEL RAIL

1'-0 1'-04 RAIL POST SPACES @ 4'-6=18'-0


R=6'-

0

6 6

ELEVATION OF FENCE

TENSION BAR

6

TOP OF SIDEWALK

ƒ" C

LE

AR

FENCE DETAILS


†

1‚1‚

1‚

1‚

2ƒ

2ƒ

8

8•

6

SHI

M †•

5•

4 •

5‚

4 8•

•

TYP.

‚

‚

1ƒ

Ž Ž

1‚

1ƒ

1‚ 1‚6

8•

3

PLAN


| ƒ"

½

DRAIN

HOLE

‚

‚

ELEVATION

2'-0•

•

4ƒ

4ƒ 2

2

1'-3• 4• 2•

ST

EE

L

BA

SE {

12

•

‚

RAIL END SECTION


PART SECTION

4ƒ

‚

‚4

2 2

7•

1‚

1‚

2•

2•

•"½ HOLES.

4

2 2

7•

1‚

1‚

2•

2•

1'-

10

6 6 •

1'-0•

DETAIL "A"

9•9•

4'-5

•" JOINT OPENING

SEE DETAIL "A"

9•

9•

11



END TO END OF WINGS

SPACES @ = STATIONS


EDGE OF SHIM

SIDEWALK

ŽŽ

USE AS REQUIRED.



SIDEWALK

2'-

07

PLATE DETAILS.

FOR RAIL END &

END SECTION"

NOTE: SEE "RAIL

LINE POST

REQUIRED ON EACH


WIRE TIES OR CLIPS


24" CENTERS TOP AND


PIPE


END POST, 2•"½ (2.875" O.D.-

PIPE


LINE POST, 2•"½ (2.875" O.D.-

PIPE


TOP RAIL, 1‚"½ (1.660" O.D.-

REQUIRED

SHIM WHERE

BE SET VERTICAL.

ALL POSTS SHALL

WITH TURN BUCKLE


PIPE


BRACE RAIL, 2"½ (2.375" O.D.-

PIPE






RAIL SPLICE


1•"½ (1.90" O.D.-1.61"

CONCRETE ANCHORS

†"½ STEEL STUDAS REQUIRED

GALV. SHIM USE

PROVIDE ˆ"

RAIL AND RAIL POST


2"½ (2.375" O.D.-2.067"

TENSION BAND

END POST

AN

D

SHI

M

{ AND SHIM

•"½ HOLES IN

WING

END OF



NUTS AND WASHERS

GALVANIZED STEEL

AND END POSTS

FACE OF LINE POSTS

HOLE

•"½ DRAIN

PLATE

STEEL

GALVANIZED

STEEL SHIM

GALVANIZED




WASHER

STEEL NUT AND

GALVANIZED

(GALVANIZED)

RAIL POST SHIM

BARRIER RAIL

END OF

RAIL


2"½ (2.375" O.D.-2.067"

VERTICAL

SET

{ 3x†


STANDARD SHEET 1029D

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1029

D -

THIS

SH

EE

T IS

SU

ED 02-00



F-SHAPE PEDESTRIAN RAIL-STEEL - STUB ABUTMENT


LIN. FT.

UNITS



LIN. FT.

2`% SLOPE

( 5'-0 MIN. CL. )

WATERWAY.

IS OVER R.R. OR

WHEN STRUCTURE

NEED TO REVIEW

DESIGNER MAY

CROWN.

MATCH ROADWAY

SIDE WALK TO

LEVEL
















THE FENCE.




























RE

VIS

ED 04-11 -

TH

E

MA

TE

RI

AL

RE

FE

RE

NC

E

FO

R

TH

E

PO

ST,

BR

AC

ES,

&

RAILS

WA

S

CH

AN

GE

D

TO

AR

TIC

LE 4154.1

0,

A,

OF

TH

E

ST

AN

DA

RD

SP

ECIFIC

ATI

ON

S.



FOR DETAILS

SEE DES. SHT.

1'-7•`x`… {

{`4`x`ƒ`x`0'-7•


4`x`ƒ { BELOW 2"½


{`4`x`ƒ`x`2'-0•

GALVANIZED STEEL








COUNTY




8/29/2016 12:34:50 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1029E 11x17_pdf.pltcfg

4•

1'-10

8•

7'-8

4•

4•

x

x

xx

x

x

5

1'-7

COUNTY




8'-0

1'-

1

9'-0

94

1'-0

2" C

L.

2•" C

L.

4m1

2" CL.

TOP OF SIDEWALK SLAB

2•" C

L.

D=2•"

D=2•"

4e2

4e1

BENT BAR DETAILS

WEIGHT LENGTH SHAPE BAR LOCATION NO.

4m1

4e2

4e1

4'-1

17'-6

19

REINFORCING BAR LIST - ONE SIDEWALK SLAB

1'-0 CENTERS

4e1 AT4e2 AT 1'-0 CENTERS

1'-0 CENTERS

STEEL BAR AT

5j1 STAINLESS

10"

MI

N.

EM

BE

DM

EN

T| ABUTMENT BEARING

TOP OF BRIDGE SLAB

BY OTHERS

SIDEWALK

PROPOSED

BY OTHERS

SIDEWALK

PROPOSED


SETTING NOTES)

(SEE DOWEL

1'-0 CENTERS

STEEL BAR AT

5j1 STAINLESS

DOWEL SETTING NOTE :

FOR THE DOWELS :

HOLES ARE TO BE 10" DEEP. THE DOWELS SHALL BE INSTALLED IN

THE FOLLOWING SYSTEMS SHALL BE USED AS A BONDING AGENT

B. HYDRAULIC CEMENT GROUT SYSTEMS. DRILLED HOLES ARE TO BE

2• TIMES THE DOWEL DIAMETER AND ARE TO BE BLOWN CLEAN

WITH COMPRESSED AIR IMMEDIATELY PRIOR TO PLACING GROUT.

THE HYDRAULIC CEMENT GROUT SHALL BE ONE OF THOSE

APPROVED IN MATERIALS I.M. 491.13 AND SHALL BE USED IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

THE 5j1 BARS SHALL BE SET AS DOWELS IN DRILLED HOLES.

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ONE OF

NEW BRIDGE APPROACH PAVEMENT

PART PLAN VIEW OF APPROACH SIDEWALK SLAB

PART LONGITUDINAL SECTION THRU APPROACH SIDEWALK SLAB

LONGITUDINAL SECTION OF APPROACH SIDEWALK SLAB

SIDEWALK SLAB HOOPS

SIDEWALK SLAB HOOPS AT SIDEWALK LIP

SIDEWALK SLAB TRANSV. TOP & BOTTOM

(`CHAIN LINK FENCE NOT SHOWN IN PART PLAN VIEW`)

CHAIN LINK FENCE

STANDARD SHEET 1029E

SHEETING FOR DEBONDING

PROVIDE 3 MIL POLYETHYLENE

"E" JOINT

SIDEWALK SLAB

APPROACH

REINFORCED

"E" JOINT

1'-3PAVING NOTCH

"E" JOINT

BY OTHERS

"CF" JOINT

"E" JOINT

7 EQUAL SPACES - 4m1 BARS 2ƒ2ƒ

BRIDGE SLAB

GUTTERLINE ALONG

REINF. APPROACH SIDEWALK SLAB

ITEM UNIT QUANTITY

STRUCTURAL CONCRETE (`BRIDGE`) CU.YD.

D=3ƒ"

10

6

10

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN - 1029

E -

THIS

SH

EE

T IS

SU

ED 09-07.

2301.03, E, OF THE STANDARD SPECIFICATIONS.

A. POLYMER GROUT SYSTEM IN ACCORDANCE WITH ARTICLE

ELEV. = _____

ELEV. = _____

ELEV. = _____ELEV. = _____

EPOXY COATED REINFORCING STEEL TOTAL ( LBS. )

EP

OX

Y

BA

RS



5j1 SIDEWALK SLAB DOWEL BAR 2'-5

S.S.

BA

RS

STAINLESS REINFORCING STEEL TOTAL ( LBS. )

IN ACCORDANCE WITH ASTM A955/A955M-01.

SIDEWALK SLAB DOWELS SHALL BE DEFORMED BAR GRADE 60, TYPE 316 LN

APPROACH SIDEWALK SLAB - AT GRADE SIDEWALK - WING EXTENSION ABUTMENT

CONCRETE PLACEMENT QUANTITY

`D = PIN DIAMETER

NOTE: ALL DIMENSIONS ARE OUT TO OUT

RE

VIS

ED 04-14 - S

TAI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG IS

NO

W

A

BI

D IT

EM

AN

D

TH

E

S.S.

BA

R

LIS

T

WA

S

AD

DE

D

ON

THIS

SH

EE

T.

"BR" FOR SIZE

SEE STANDARD ROAD PLANS

"CF" JOINT BY OTHERS

RE

VIS

ED 09-2016 -

CH

AN

GE

D

TH

E

BRI

DG

E

AP

PR

OA

CH P

AV

EM

EN

T

ST

AN

DA

RD

TO "B

R" (W

AS "R

K-20")

AN

D

CO

RR

EC

TE

D

TY

PO

S.

NOTE: CONCRETE QUANTITY IS TO BE INCLUDED ON THE SUMMARY QUANTITIES SHEET.

INCIDENTAL TO THE COST OF STRUCTURAL CONCRETE.

NOTE: COST OF "E" JOINT MATERIAL AND POLYETHYLENE SHEETING IS CONSIDERED

NOTE: REINFORCING STEEL QUANTITIES ARE INCLUDED ON THE SUMMARY QUANTITIES SHEET.

5j1

8/29/2016 12:34:52 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1029F 11x17_pdf.pltcfg

4•

1'-10

8•

7'-8

4•

4•

x

x

xx

x

x

11

1'-

3

4•

4•

5

2'-2

COUNTY




8'-0

1'-

1

9'-0

94

1'-0

2" C

L.

2•" CL.

4m12" CL.


2•" C

L.

D=2•"

D=2•"

4e2

4e1

BENT BAR DETAILS

1'-0 CENTERS

4e1 AT

4e2 AT 1'-0 CENTERS

1'-0 CENTERS

STEEL BAR AT

5j1 STAINLESS

10"

MI

N.

EM

BE

DM

EN

T

| ABUTMENT BEARING

BY OTHERS

SIDEWALK

PROPOSED


SETTING NOTES)

(SEE DOWEL

1'-0 CENTERS

STEEL BAR AT

5j1 STAINLESS

DOWEL SETTING NOTE :

NEW BRIDGE APPROACH PAVEMENT

PART PLAN VIEW OF APPROACH SIDEWALK SLAB

PART LONGITUDINAL SECTION THRU APPROACH SIDEWALK SLAB

LONGITUDINAL SECTION OF APPROACH SIDEWALK SLAB

(`CHAIN LINK FENCE NOT SHOWN IN PART PLAN VIEW`)

CHAIN LINK FENCE

STANDARD SHEET 1029F

SLAB

RAISED SIDEWALK

VA

RIE

S 6" T

O 7"

SIDEWALK RAISE

HEIGHT TO MATCH

D=2•"

4e3

VA

RIE

S 6" T

O 7"

SHEETING FOR DEBONDING

PROVIDE 3 MIL POLYETHYLENE

"E" JOINT

"E" JOINT

"E" JOINT

SIDEWALK SLAB

APPROACH

REINFORCED

BRIDGE SLAB

GUTTERLINE ALONG

6 EQUAL SPACES - 4m1 BARS2ƒ 2ƒ

1'-3

9•

4m1

BY OTHERS

"CF" JOINT

1'-3PAVING NOTCH

"E" JOINT

REINF. APPROACH SIDEWALK SLAB

BY OTHERS

SIDEWALK

PROPOSED

4e3

D=3ƒ"

10

6

10

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN - 1029

F -

THIS

SH

EE

T IS

SU

ED 09-07.

FOR THE DOWELS :

HOLES ARE TO BE 10" DEEP. THE DOWELS SHALL BE INSTALLED IN

THE FOLLOWING SYSTEMS SHALL BE USED AS A BONDING AGENT

B. HYDRAULIC CEMENT GROUT SYSTEMS. DRILLED HOLES ARE TO BE

2• TIMES THE DOWEL DIAMETER AND ARE TO BE BLOWN CLEAN

WITH COMPRESSED AIR IMMEDIATELY PRIOR TO PLACING GROUT.

THE HYDRAULIC CEMENT GROUT SHALL BE ONE OF THOSE

APPROVED IN MATERIALS I.M. 491.13 AND SHALL BE USED IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

THE 5j1 BARS SHALL BE SET AS DOWELS IN DRILLED HOLES.

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ONE OF

2301.03, E, OF THE STANDARD SPECIFICATIONS.

A. POLYMER GROUT SYSTEM IN ACCORDANCE WITH ARTICLE

ELEV. = _____

ELEV. = _____

ELEV. = _____ELEV. = _____


4m1

4e2

4e1

4'-1

17'-6

21


SIDEWALK SLAB HOOPS

SIDEWALK SLAB HOOPS AT SIDEWALK LIP

SIDEWALK SLAB TRANSV. TOP & BOTTOM

EPOXY COATED REINFORCING STEEL TOTAL ( LBS. )

EP

OX

Y

BA

RS



5j1 SIDEWALK SLAB DOWEL BAR 3'-0

S.S.

BA

RS

STAINLESS REINFORCING STEEL TOTAL ( LBS. )

IN ACCORDANCE WITH ASTM A955/A955M-01.

SIDEWALK SLAB DOWELS SHALL BE DEFORMED BAR GRADE 60, TYPE 316 LN

4e3 SIDEWALK SLAB HOOPS AT PAVING NOTCH 5'-1

APPROACH SIDEWALK SLAB - RAISED SIDEWALK - WING EXTENSION ABUTMENT

ITEM UNIT QUANTITY

STRUCTURAL CONCRETE (`BRIDGE`) CU.YD.

CONCRETE PLACEMENT QUANTITY

5j1

"BR" FOR SIZE

SEE STANDARD ROAD PLANS

"CF" JOINT BY OTHERS

RE

VIS

ED 09-2016 -

CH

AN

GE

D

TH

E

BRI

DG

E

AP

PR

OA

CH P

AV

EM

EN

T

ST

AN

DA

RD

TO "B

R" (W

AS "R

K-20")

AN

D

CO

RR

EC

TE

D

TY

PO

S.

RE

VIS

ED 04-14 - S

TAI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG IS

NO

W

A

BI

D IT

EM

AN

D

TH

E

S.S.

BA

R

LIS

T

WA

S

AD

DE

D

ON

THIS

SH

EE

T.

`D = PIN DIAMETER

ÒUT TO OUT

NOTE: ALL DIMENSIONS ARE

NOTE: CONCRETE QUANTITY IS TO BE INCLUDED ON THE SUMMARY QUANTITIES SHEET.

INCIDENTAL TO THE COST OF STRUCTURAL CONCRETE.

NOTE: COST OF "E" JOINT MATERIAL AND POLYETHYLENE SHEETING IS CONSIDERED

NOTE: REINFORCING STEEL QUANTITIES ARE INCLUDED ON THE SUMMARY QUANTITIES SHEET.

8/29/2016 12:34:53 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1030As1 11x17_pdf.pltcfg

1'-

6

1'-45'-6

1'-1

1'-

5ƒ

1'-

5ƒ

1'-11

1'-11

6 63'-3† 3'-3†1'-8

9'-3‚

3'-

3†

3'-

3†

4'-8

4'-8

44

6

1'-8

2'-

6•

2'-6• 2'-6•1'-10

1"

1'-

810• 4œ

4œ

6“4œ4œ

@`4•

2`SPA.

@`3ƒ

3`SPA.4

2'-

1

45

1ƒ

6

6

6ƒ

6ƒ

6ƒ 6ƒ

2 9Œ 1•

9Œ

21•

5‚

5‚M

IN. 3

"

2'-7•

1'-

2•

5

Š"

6“

6p1

BAR LOCATION SHAPE NO. LENGTH WEIGHT

SLAB ANCHORS

5p2

5p3

5p4

8p5

POLE BASE TO SLAB

POLE BASE TO SLAB

POLE BASE HOOP

SLAB TRANSVERSE

ITEM AMOUNT

REINFORCING STEEL - EPOXY COATED

CONSTRUCTION JT.

PERMISSIBLE

PR

OJ

EC

TI

ON

SECTION E-E

BASE REINFORCING BARS NOT SHOWN

PLAN OF POLE BASE

ELEVATION

TH

RE

AD

2

4

4

4

LIGHTING QUANTITIES

TOTAL WEIGHT (LBS.)

EPOXY REINFORCING STEEL-ONE BASE

LBS.

D= 3ƒ5p2

D= 3ƒ5p3

6p1

D=2•

5p4

LIGHTING DETAILS

D=4•

CONDUIT

STEEL

RIGID

2"½

12

12

CONDUIT

2"½ RIGID STEEL

CONDUIT

2"½ RIGID STEEL

| LIGHT POLE

6p1

8p5

5p4

SPACING

6p1

5p4

12'-0

6

195

5'-4

CONSTRUCTION SHALL CONFORM TO THE CURRENT IOWA D.O.T. STANDARD

TAPPED FOR THE SPECIFIED CONDUIT SIZE. ALL OTHER HOLES SHALL HAVE

A CONCRETE - TIGHT SLIP FIT. CONDUIT ENDS SHALL NOT PROTRUDE INTO

JUNCTION BOX MORE THAN ‚". DRAIN PIPE END SHALL BE FLUSH WITH

INSIDE SURFACE OF BOX. GROUNDING BUTTONS SHALL BE LOCATED

APPROXIMATELY 3" FROM THE INSIDE SURFACE OF THE BOX WALL, AND NOT

SURFACE OF THE BOX WALL. TYPICAL DETAILS ARE SHOWN ON THIS SHEET.

EXPANSION FITTING SHALL BE AS SPECIFIED OR AS APPROVED BY THE

ENGINEER. TYPICAL DETAILS ARE SHOWN ON THIS SHEET.

6-5p4

4-5p3

4-5p2

UNDERDECK LIGHTING )

( WHEN SPECIFIED FOR

1"½ RIGID STEEL CONDUIT

ALL "C" ENTRANCE HOLES IN JUNCTION BOXES SHALL BE DRILLED AND

LIGHTING NOTES:

FOR CONCRETE

INCLUDED IN PRICE BID

AND PLATES TO BE

CIRCLE. ANCHOR BOLTS

13•" DIA. ANCHOR BOLT

CONDUIT

2"½ RIGID STEEL

STEEL CONDUIT

2"½ RIGID

ALL ANCHOR BOLT MATERIAL SHALL COMPLY WITH THE REQUIREMENTS OF

ALL REINFORCING STEEL IS TO BE EPOXY COATED AND GRADE 60.

THE RIGID STEEL CONDUIT, JUNCTION BOXES AND FITTINGS INCLUDING

INCIDENTAL TO THE COST OF THE RAILING.

STRUCTURAL CONCRETE ( BRIDGE`) CU. YD.

AND SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS.

3

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1030

AS1 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PROPER PLACEMENT OF THE ANCHOR BOLTS.

SHALL OBTAIN A TEMPLATE FROM THE MANUFACTURER`/`FABRICATOR FOR

WELDING OF ANCHOR BOLTS SHALL NOT BE ALLOWED. THE CONTRACTOR

NUT (GALVANIZED)

1"½ HEAVY HEX

E

C

65° TYP.

LIGHT POLES.

CONDUIT FOR

2"½ RIGID STEEL

SIGN LIGHTING

CONDUIT FOR

1"½ RIGID STEEL

UNDERDECK LIGHTS

CONDUIT FOR

1"½ RIGID STEEL

WATERTIGHT, CAST IRON - FLUSH MOUNT

SECTION C-C

TOP OF BOX

C

D

E

VIEW A-A

BUTTON

GROUNDING

BUTTON

GROUNDING C

D

SECTION B-B

BOSSED FOR HOLE FOR CONDUIT SIZE

5 THREADS

NONE

NONE

C

D

E

2"½ RIGID STEEL

1"½ RIGID STEEL

•"½ COPPER PIPE

C

LIGHTING OR SIGN LIGHTING ONLY

D HOLES. TO BE USED FOR UNDERDECK

C

CONDUCTOR IS NOT A PART OF THIS CONTRACT.

LABOR AND ANY ADDITIONAL WORK TO DO THE INSTALLATION IS CONSIDERED

2523.03, N, OF THE STANDARD SPECIFICATIONS.

CONDUIT INSTALLATION SHALL BE IN ACCORDANCE WITH ARTICLE

SEE CONCRETE BARRIER RAIL DETAILS IN THESE PLANS.

PRESSURE RING

COPPER GROUNDING RING

PACKING

( GALVANIZED )

EXPANSION HEADSLEEVE

CONDUIT

MAY BE INTEGRAL

( GALVANIZED )

FIXED HEAD

EXPANSION OPENING

END OF SUPERSTRUCTURE

CENTERED IN EXPANSION CHAMBER )

INSULATING BUSHING ( TO BE

EXPANSION FITTING DETAIL

EXPANSION CHAMBER LENGTH IS ____

( ____ REQUIRED )

COST OF FURNISHING AND INSTALLING POLES, LIGHTS, AND LIGHTING

CLOSER THAN 3" TO THE EDGE OF ANY HOLE IN THE BOX FLOOR. HOLES FOR

DRAIN PIPE SHALL BE PLACED IN THE LOW CORNER OF THE BOX, WITH A

MINIMUM CLEARANCE OF 1" BETWEEN THE EDGE OF THE HOLE AND THE INSIDE

…"½`x`0'-0ƒ BOLTS.

BE BLIND DRILLED AND TAPPED FOR

THE GROUNDING BUTTONS ARE TO

NOTE:

BEVELED 2`x`4`)

( KEYWAY FORMED BY NOMINAL

PERMISSIBLE CONSTRUCTION JT.

BOLTS (GALVANIZED)

1"½`x`2'-1 ANCHOR

CONSTRUCTION JT.

PERMISSIBLE

FOR POLE BASES ARE INCLUDED ON THE SUMMARY QUANTITIES SHEET.

PLANS. LIGHTING QUANTITIES FOR CONCRETE AND REINFORCING STEEL

NOTE: FOR LOCATION OF CONDUITS SEE LIGHTING LAYOUT DETAILS IN THESE

JUNCTION BOXES.

SEE LI-104 STANDARD ROAD PLAN FOR ADDITIONAL INFORMATION ON

STAINLESS-STEEL REINFORCEMENT SHALL NOT BE ALLOWED TO BE IN

CONTACT WITH THE UNCOATED REINFORCEMENT, BARE METAL FORMING

HARDWARE, OR TO GALVANIZED ATTACHMENTS OR GALVANIZED CONDUIT.

A A

B

C C

B


E

E

BASE REINFORCING

PLAN OF POLE

LI-104 JUNCTION BOX

SHOWING REINFORCING

SECTION THROUGH BASE

2-6p1

@`6" |'s

4-8p5

4-5p3 4-5p2

RE

VIS

ED 09-14 -

AD

D

ST

AI

NL

ES

S

ST

EE

L

NO

TE

TO

TH

E

LI

GH

TI

NG

NO

TE

S.

LIGHTING DETAILS (`1 OF 2`) STANDARD SHEET 1030As1

CENTER (GALVANIZED)

WITH 3" SLOT AT

13•`x`ƒ"`x`1'-1• {

8'-1

6'-8

5'-8 61

42

34

22

36

IOWA DOT MATERIALS I.M. 453.08 AND STANDARD SPECIFICATIONS 4185.02,B,2.

RE

VIS

ED 09-2016 -

AD

DE

D

ST

AN

DA

RD

SP

ECIFIC

ATI

ON

S 4185.0

2,B,2 I

N

LI

GH

TI

NG

NO

TE

S. C

HA

NG

ED

BA

R

MA

RK F

RO

M "x" to "p".

COUNTY




8/29/2016 12:34:54 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishDeckRailBridges.dgn 1030As2 11x17_pdf.pltcfg

1'-

1

8

3'-

0

3'-

0

1'-0}1'-0}

23

2'-

10

BA

RRIE

R

RAIL

3'-

8

BA

RRIE

R

RAIL

3'-0 SPA. (TYP.)

3'-

0

3'-

0

1'-01'-0

3'-

0

3'-

0

3'-

0

3'-

0

3'-

0

3'-

0

1'-01'-0

3'-

0

3'-

0 1'-0}

3'-

0

3'-

0

OFFSET 5'-0 OR MORE

5'-0 MIN.

5'-0 MIN.

5'-0 MIN.

5'-0 MIN.

5'-0 MIN.

5'-0 MIN.

1'-0}

5'-0 MIN.

1'-0}

1'-0}

1'-0}

300'-0 OR LESS

300'-0 OR LESS

300'-0 OR LESS

300'-0 OR LESS

300'-0 OR LESS

300'-0 OR LESS

300'-0 OR LESS

2…

| UNDERDECK LIGHTING

STA:

| LIGHT POLE BASE

STA:

EXTERIOR ELEVATION - ??? BARRIER RAIL - LOOKING ???

??? ABUTMENT ??? ABUTMENT

PRESTRESSED W\STUB ABUTMENTS & MASKWALL.

DETAILS FOR BLISTERS AND UNDERDECK LIGHTING -

CONDUIT ONLY, CONTINUOUS CONCRETE SLAB BRIDGE


??? ABUTMENT??? ABUTMENT

EXTERIOR ELEVATION - ??? BARRIER RAIL LOOKING ???

CONDUIT ONLY, STEEL BRIDGE W\STUB ABUT.

EXTERIOR ELEVATION - ??? BARRIER RAIL - LOOKING ?????? ABUTMENT ??? ABUTMENT

LIGHTING DETAILS (`2 OF 2`)

LIGHTING DETAILSCONDUITS

RIGID STEEL

CONDUIT ONLY, PRESTRESSED W\INTEGRAL ABUT.

EXAMPLE SHOWN-SEE OTHER EXAMPLES OUTSIDE OF BORDER SHEET FOR SPECIFIC BRIDGE TYPE

BAR LOCATION SHAPE NO. LENGTH WEIGHT

TOTAL WEIGHT (LBS.)

1'-9

RAIL CONDUIT (OPTIONAL)

RAIL CONDUIT

???

?


D=2

4s1

??

??

??

EPOXY REINFORCING STEEL-ONE RAIL

•"½ COPPER DRAIN

( FULL LENGTH )


STEEL CONDUIT

2"½ RIGID

STEEL CONDUIT.

2"½`RIGID

(OPTIONAL 2ND CONDUIT).

4s2 x 7" EPOXY BAR(OPTIONAL 2ND CONDUIT).

4s2 x 6" EPOXY BAR(OPTIONAL 2ND CONDUIT).

RIGID STEEL CONDUIT


RIGID STEEL CONDUIT

STEEL CONDUIT.

2"½`RIGID

4s1

4s1

4s14s14s1

STEEL CONDUIT.

2"½`RIGID


RIGID STEEL CONDUIT

CONDUIT SUPPORT - RAIL ELEV. DETAIL

( ____ REQUIRED )

JUNCTION BOX


JUNCTION BOX STAGGERED

4s1

4s2

EPOXY BAR

EPOXY BAR

EPOXY BAR

PULL BOX ( NORMAL JUNCTION BOX )PULL BOX ( NORMAL JUNCTION BOX )

STEEL CONDUIT

2"½ RIGID

STEEL CONDUIT

2"½ RIGID

STEEL CONDUIT

2"½ RIGIDSTEEL CONDUIT

2"½ RIGID

BOX

JUNCTION

FITTINGS

EXPANSION

FITTINGS

EXPANSION

STEEL CONDUIT

1"½ RIGID

JUNCTION BOX

CONDUIT

STEEL

1"½ RIGID

JUNCTION BOXES ARE TO BE PLACED NO FURTHER THAN 300'-0 APART.

TWO JUNCTION BOX DETAIL - ADJUST REINFORCING TO CLEAR JUNCTION BOX.

2"½ RIGID STEEL CONDUIT2"½ RIGID STEEL CONDUIT

FITTING

EXPANSION

FITTING

EXPANSION

STEEL CONDUIT

2"½ RIGID

JUNCTION BOX

(FULL LENGTH)

STEEL CONDUIT

2"½ RIGID

(FULL LENGTH)

STEEL CONDUIT

2"½ RIGID

STEEL CONDUIT

2"½ RIGID



STA:

| LIGHT POLE BASE

STA:



STEEL CONDUIT

2"½ RIGID

STEEL CONDUIT

2"½ RIGID

STEEL CONDUIT

2"½ RIGIDSTEEL CONDUIT

2"½ RIGID

BOX

JUNCTION

FITTINGS

EXPANSION

FITTINGS

EXPANSION

STEEL CONDUIT

1"½ RIGID

JUNCTION BOX

CONDUIT

STEEL

1"½ RIGID

(FULL LENGTH)

STEEL CONDUIT

2"½ RIGID

STEEL BRIDGE W\STUB ABUTMENTS & MASKWALL.

DETAILS FOR BLISTERS AND UNDERDECK LIGHTING -


( FULL LENGTH )


STEEL CONDUIT

2"½ RIGID

STEEL CONDUIT

2"½ RIGID

A

A

CONDUIT, BLISTER, UNDERDECK, LOCATE JUNCTION BOX, PRESTRESSED W\INTEGRAL ABUT.

| LIGHT POLE BASE

STA: STA:


STEEL CONDUIT

2"½ RIGID

JUNCTION BOX


STEEL CONDUIT

2"½ RIGID

STEEL CONDUIT

2"½ RIGID

CONDUIT, BLISTER, UNDERDECK, LOCATE JUNCTION BOX, PRESTRESSED W\INTEGRAL ABUT.

| LIGHT POLE BASE

STA:

STEEL CONDUIT

2"½ RIGID

STEEL CONDUIT

2"½ RIGID

JUNCTION BOX

JUNCTION BOX

CONDUIT

STEEL

1"½ RIGID


STEEL CONDUIT

1"½ RIGID

STA:

(FULL LENGTH)


ELBOW BEND

45° MAXIMUM

FOR BRIDGE 300'-0 OR MORE

JUNCTION BOX PLACMENT

OPTIONAL 2ND CONDUIT










(OPTIONAL)

2ND CONDUIT

2ND CONDUIT (OPTIONAL)



2ND CONDUIT (OPTIONAL) 2ND CONDUIT (OPTIONAL)



AND JUNCTION BOX


JUNCTION BOX








JUNCTION BOX

JUNCTION BOX


JUNCTION BOX

PLACMENT FOR BRIDGE 300'-0 OR MORE

OPTIONAL 2ND CONDUIT JUNCTION BOX

ELBOW BEND

45° MAXIMUM

ELBOW BEND

45° MAXIMUM

ELBOW BEND

45° MAXIMUM

ELBOW BEND

45° MAXIMUM

ELBOW BEND

45° MAXIMUM

ELBOW BEND

45° MAXIMUM

STEEL CONDUIT

2"½ RIGID

STEEL CONDUIT.

2"½`RIGID


4s2 EPOXY BAR

STAINLESS STEEL BAR STAINLESS STEEL BAR

PART PLAN AT WING

PART PLAN AT WING

JUNCTION BOX

FACE OF PAVING NOTCH

JUNCTION BOX

STEEL CONDUIT

2"½ RIGID

STEEL CONDUIT

2"½ RIGID

EXPANSION FITTING

END OF SUPERSTRUCTURE

PART PLAN AT WING

FACE OF PAVING NOTCH

JUNCTION BOX

STEEL CONDUIT

2"½ RIGID

STEEL BAR

STAINLESS

SECTION B-B - CONDUIT SUPPORT

THRU JUNCTION BOX

SECTION A-A

B

B

as needed

Edit details

WING END SECTION

WING END SECTION

WING END SECTION

STANDARD SHEET 1030As2

I.T.S CONDUIT NOTES:

sheet as needed.

I.T.S. conduit note to

Note to detailer: Add

OF THE RAILING.

ANY ADDITIONAL WORK FOR INSTALLATION IS CONSIDERED INCIDENTAL TO THE COST

I.T.S. RIGID STEEL CONDUIT, PULL ROPES AND FITTINGS, INCLUDING LABOR AND

WITH A MINIMUM 600 POUND TENSILE STRENGTH.

I.T.S. CONDUIT SHALL INCLUDE A POLYPROPYLENE PULL ROPE BETWEEN HANDHOLES

AN ACCEPTABLE ZINC-RICH PAINT.

GALVANIZED SURFACES OF RIGID STEEL CONDUIT OR FITTINGS SHALL BE PAINTED WITH

ONLY GALVANIZED FITTINGS SHALL BE USED WITH RIGID STEEL CONDUIT. DAMAGED

INSTALLATION OF FIBER OPTIC CABLE.

FITTINGS. ALL CONDUIT RUNS SHALL BE REAMED, CLEANED AND SWABBED FOR

ALL BURRS AND ROUGHENED SURFACES SHALL BE REMOVED FROM CONDUITS AND

USED TO ELIMINATE CUTTING AND THREADING SHORT LENGTHS OF CONDUIT.

SURFACE THROUGHOUT THE ENTIRE LENGTH OF THE CONDUIT RUN. NIPPLES SHOULD BE

SHALL BE TIGHTENED UNTIL THE CONDUIT ENDS MEET TO ALLOW A CONTINUOUS INNER

ELIMINATE EXPOSED THREADS AFTER COMPLETING THE CONNECTIONS; ALL COUPLINGS

RIGID STEEL CONDUIT FOR I.T.S. APPLICATIONS SHALL BE CUT AND THREADED TO

APPLICATIONS SHALL BE 18".

THE MINIMUM INSIDE BEND RADIUS FOR RIGID STEEL CONDUIT USED FOR I.T.S.

PREPARED TO FACILITATE INSTALLATION OF FIBER OPTIC CABLE.

RIGID STEEL CONDUIT FOR I.T.S. APPLICATIONS SHALL BE INSTALLED AND

FROM HANDHOLE TO HANDHOLE.

I.T.S. CONDUIT SHALL BE LIMITED TO SIX 45° ELBOW BENDS FOR A CABLE PULL

EN

GLIS

HD

EC

KR

AIL

BRI

DG

ES.D

GN 1030

AS2 -

THIS

SH

EE

T IS

SU

ED 09-03.

RE

VISI

ON 05-11 -

AD

DE

D

TH

E

WO

RD 'M

INI

MU

M'

TO

TH

E 3• I

NC

H

DI

ME

NSI

ON

FO

R

TH

E

LO

CA

TI

ON

OF

TH

E 2 I

NC

H

CO

ND

UIT I

N

TH

E

BA

RRIE

R

RAIL.

CO

RR

EC

TI

ON 05-08 -

TO

OK SIZ

E

OF

F

OF

CO

ND

UIT I

N 'S

EC

TI

ON

TH

RU J

UN

CTI

ON

BO

X'.

CO

RR

EC

TI

ON 06-08 -

CH

AN

GE

D

WI

NG

SH

AP

E I

N

AL

L

EX

AM

PL

ES. R

EM

OV

ED

TE

MP

OR

AR

Y

PA

VI

NG

BL

OC

K I

N

PA

RT

PL

AN

AT

WI

NG

VIE

W. C

HA

NG

ED

CO

ND

UIT

SH

AP

E

AT

EN

DS.

LOWER CONDUIT CAN ONLY BE 2" DIAMETER.

SHALL NOT COME INTO CONTACT WITH THE STAINLESS STEEL REINFORCING.

ONLY USED IN RAIL WITH CONDUIT, USE 3'-0 SPACING. GALVANIZED CONDUIT

Optional upper 2nd conduit can be 2" or 3" diameter.

Lower conduit can only be 2" diameter.

Select proper rail height detail for project.

Note to detailer:

STEEL CONDUIT

1"½ RIGID

CONDUIT

RIGID STEEL

RE

VIS

ED 09-2016 -

AD

DE

D

CO

ND

UIT

SU

PP

OR

T

RAIL

DE

TAIL

TO

KE

EP

CO

ND

UIT IS

OL

AT

ED

FR

OM

TH

E

ST

AI

NL

ES

S

ST

EE

L

REI

NF

OR

CI

NG.

COUNTY




INDEX OF BRIDGE DECK RAIL BRIDGE STANDARDS of bridge deck rail bridge standards epoxy index of bridge deck rail bridge standards index of bridge deck rail stds. r e v i s e d 0 4-1

Documents