index of stub bridge standards · 2018. 7. 31. · 7/31/2018 9:33:39 am bkloss...

$: INDEX OF STUB BRIDGE STANDARDS · 2018. 7. 31. · 7/31/2018 9:33:39 AM bkloss W:\Highway\Bridge\Standards\Bridges\EnglishStubBridges.dgn 100-S 11x17_pdf.pltcfg STANDARD DESCRIPTION$
7/31/2018 9:33:39 AM bkloss W:\Highway\Bridge\Standards\Bridges\EnglishStubBridges.dgn 100-S 11x17_pdf.pltcfg

STANDARD DESCRIPTION

STANDARD SHEET 100-S

INDEX`OF`STUB`BRIDGE`STANDARDS

INDEX OF STUB BRIDGE STANDARDS

2092 "C" OR "D" BEAMS - STUB ABUTMENT DETAILS - 0 SKEW

2093 "C" OR "D" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 0°01-7°30 SKEWS

2094 "C" OR "D" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 7°31-15 SKEWS


2096 "C" OR "D" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 0°01-7°30 SKEWS

2097 "C" OR "D" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 7°31-15 SKEWS


2099 "C" OR "D" BEAMS - STUB ABUTMENT DETAILS - 0 SKEW

2100 "C" OR "D" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 0°01-7°30 SKEWS



2103 "C" OR "D" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 0°01-7°30 SKEWS



4305

4305A

4308

4309

4310

4542 PART PLAN & LONGIT. SECT. - "B", "C", & "D" BEAMS, STUB ABUT., 0 SKEW

4543 PART PLAN & LONGIT. SECT. - "B", "C", & "D" BEAMS, STUB ABUT. (L.A.) 0°01 - 7°30 SKEW

4544 PART PLAN & LONGIT. SECT. - "B", "C", & "D" BEAMS, STUB ABUT. (L.A.) 7°31 - 15° SKEW

4545 PART PLAN & LONGIT. SECT. - "B", "C", & "D" BEAMS, STUB ABUT. (L.A.) 15°01 - 30° SKEW

4546 PART PLAN & LONGIT. SECT. - "B", "C", & "D" BEAMS, STUB ABUT. (R.A.) 0°01 - 7°30 SKEW

4547 PART PLAN & LONGIT. SECT. - "B", "C", & "D" BEAMS, STUB ABUT. (R.A.) 7°31 - 15° SKEW

4548 PART PLAN & LONGIT. SECT. - "B", "C", & "D" BEAMS, STUB ABUT. (R.A.) 15°01 - 30° SKEW

4549 STUB ABUT. "B", "C", & "D" BEAMS, BAR LIST & SUPER. DETAILS - 0 SKEW

4550 STUB ABUT. "B", "C", & "D" BEAMS, BAR LIST & SUPER. DETAILS - 0°01 - 7°30 SKEW

4551 STUB ABUT. "B", "C", & "D" BEAMS, BAR LIST & SUPER. DETAILS - 7°31 - 15° SKEW

4552 STUB ABUT. "B", "C", & "D" BEAMS, BAR LIST & SUPER. DETAILS - 15°01 - 30° SKEW

4556

4559

4560

4561

INDEX OF STUB ABUTMENT BRIDGE STANDARDS

EN

GLIS

HS

TU

BB

RI

DG

ES.D

GN - 100-S -

THIS

SH

EE

T IS

SU

ED 02-10.

1059 DRAIN DETAILS FOR WELDED GIRDER BRIDGES

2106

2107

2108

2109

BEAM BAR LIST FOR 0 SKEW

BEAM BAR LIST FOR 1 - 7 SKEW



STUB ABUT. WELDED GIRDER BEAMS, BAR LIST & SUPER. DETAILS - ALL SKEWS4553

30'-0 WELDED CROSS SECTION LRFD DESIGN



40'-0 WELDED CROSS SECTION (SYMM. CROWN) LRFD DESIGN

ALTERNATE INTERMEDIATE DIAPHRAGM FOR WELDED GIRDER BRIDGES

40'-0 RDWY. PPCB ("B", "C", & "D" BEAMS - STUB ABUT.) CROSS SECTION


40'-0 RDWY. PPCB ("B", "C", & "D" BEAMS - STUB ABUT.) CROSS SECTION (SYMM. CROWN)


DESIGN TEAM PROJECT NUMBER SHEET NUMBER

IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION

DESIGN SHEET NO.

COUNTY

OF FILE NO. DESIGN NO.

7/31/2018 9:33:40 AM bkloss W:\Highway\Bridge\Standards\Bridges\EnglishStubBridges.dgn 1059 11x17_pdf.pltcfg



DESIGN SHEET NO.

COUNTY


DRAIN DETAILS

1'-6

DETAIL A

‰

DRAIN DETAILS

‚‚

7•

R =

1'-0

1"

3• ‚

DETAIL A

TYP.

4 4

‚ ‚7•‚ ‚

1'-2‚

3

4

5

MI

N.

3

TOP OF DECK

DECK

TOP OF

SECTION B-B

B

B

‚7•

TOP OF DECK

1'-5

( BOLTED TO GIRDER`)

L`5`x`3`x`‚`x`0'-8( BOLTED TO GIRDER`)

L`5`x`3`x`‚`x`0'-8

5

‚ ‚

1'-

3

MI

N.

‚

R =1'-0

‚ ‚7•

4`x`8 DRAIN

1"

3•‚

4

DETAIL D

VIEW E-E

SECTION F-F

DETAIL D

E E

F

F

DECK

TOP OF

DRAIN DETAILS

( BOLTED TO GIRDER`)

L`5`x`3`x`‚`x`0'-8

DECK AT DRAIN

1" DEPRESSION IN

THICKNESS

ROLLED TUBE WITH ‚" WALL

OR 4`x`8 OUTSIDE DIMENSION

‚" STEEL PLATE ( WELDED`)

DECK AT DRAIN

1" DEPRESSION IN

THICKNESS

ROLLED TUBE WITH ‚" WALL

OR 4`x`8 OUTSIDE DIMENSION

‚" STEEL PLATE ( WELDED`)

3•

STANDARD SHEET 1059

3•

5`x`•`x`0'-8 PLATE

DRAIN DETAILS FOR WELDED GIRDER BRIDGES

1•

2•

2•

5

8

1•

‰

FOR CONNECTION

1"½ HOLES

FIELD DRILL

C8`x`11.5

4`x`8 DRAIN

C8`x`11.5 AND

PLATE BETWEEN

5`x`•`x`0'-8

HS BOLTS

‡"½`x`0'-2‚

FURNISH 2`-

C C

PLATE DETAIL

5`x`•`x`0'-8

VIEW C-C

DRILLED HOLES

1"½ SHOP

C8`x`11.5

SEE DETAIL 'A'

DETAIL 'A'

EN

GLIS

HS

TU

BB

RI

DG

ES.D

GN - 1059 -

THIS

SH

EE

T IS

SU

ED 04-07.

MI

N.

1'-

0

MI

N.

1'-

0

WELDED TO DRAIN

7`x`‚`x`1'-1• {

GIRDER`)

GIRDER WEB (`TYP. AT EXT.

BOLTS TO ATTACH TO

IN 3" LEG OF L FOR ‡"½

HOLES IN C8`x`11.5. •"½ HOLES

•"`x`2" HORIZONTAL SLOTTED

HOLES IN 5" LEG OF L &

•"`x`2" VERTICAL SLOTTED

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TITIE

S

SH

EE

T

FO

R

TH

E

DR

AI

N

WEI

GH

T.

____. WEIGHT OF DRAIN INCLUDES ANGLES AND PLATES.

WEIGHT OF DRAINS IS BASED ON ROLLED TUBE. LENGTH OF DRAIN IS TO BE

"SITUATION PLAN" SHEET FOR LOCATION. WEIGHT OF ONE DRAIN = ____ LBS.

OF THE STANDARD SPECIFICATIONS. ____ DRAINS ARE REQUIRED. SEE

DRAINS ARE TO BE GALVANIZED AND PAINTED ACCORDING TO SECTION 2509

NOTE:

???. WEIGHT OF DRAIN INCLUDES ANGLES, PLATES, AND CHANNELS.

WEIGHT OF DRAINS IS BASED ON ROLLED TUBE. LENGTH OF DRAIN IS TO BE

"SITUATION PLAN" SHEET FOR LOCATION. WEIGHT OF ONE DRAIN = ??? LBS.

OF THE STANDARD SPECIFICATIONS. ??? DRAINS ARE REQUIRED. SEE

DRAINS ARE TO BE GALVANIZED AND PAINTED ACCORDING TO SECTION 2509

NOTE:

GIRDER WEB

BOLTS TO ATTACH TO

IN 3" LEG OF L FOR ‡"½

HOLES IN 7`x`‚`{. •"½ HOLES

•"`x`2" HORIZONTAL SLOTTED

HOLES IN 5" LEG OF L &

•"`x`2" VERTICAL SLOTTED

LEG FOR NAILING TO FORMS

2`-`‚"½ HOLES IN EACH OUTSTANDING

OPPOSITE SIDES OF DRAIN, WITH

1‚`x`1‚`x`„`x`0'-6`L's WELDED ON

QUANTITIES SHEET.

INCLUDED ON THE SUMMARY

NOTE: DRAIN WEIGHTS ARE

QUANTITIES SHEET.

INCLUDED ON THE SUMMARY



10

1'-

6

1'-

6

5'-

9

8a2

8a3 8a3

8a2

5b2 5b2

| ABUT.

BRG.

7'-

0

6'-

0

2'-

5

1'-

0

16'-

5

4'-

8

1'-

31'-

3 1'-

3 1'-

2

1'-6 1'-7

6

1'-10‚ 1'-7

1"

WA

SH

BEAM SPACES @ 1'-6

1" WASH

1'-6 1'-6 TYPICAL

5n1

5m1

SPACES @ 0'-6 =

SPACES @ 1'-0 =

SPACES @ 1'-0 =

SPACES @ 2'-0 =

1'-0

1'-0

1'-0

6 6d1 BARS

5d5 BARS

5d2

6d1 5d5

A

A

B

B

E E

1'-0

1'-0

6

STANDARD SHEET 2092

AT | = 2'-2

5g1 MIN. LAP

AT | = 2'-2

5g3 MIN. LAP

ROADWAY

| APPROACH

BEARING

| ABUTMENT

THROUGH BACKWALL

PART SECTION

PILING LAYOUT

UNDER EACH BEAM.

PLACE 5m1 AND 5n1 BARS

NOTE :

PART PLAN VIEW

10

3'-6

ƒ

"C" OR "D" BEAMS - STUB ABUT. DETAILS - 0° SKEW

1'-6 2'-0 2'-0 1'-65d3 & 5d4 BARS

5d3

5d4

AT

EA

CH 5g

1 )

5g

2

DO

WE

LS (

ON

E

1'-

0

FOR VIEWS A-A & B-B.

SEE DESIGN SHEET

NOTE :

ROADWAY

| APPROACH

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 2092 -

THIS

SH

EE

T

RE

DR

AW

N 5-23-91.

5d2 & 4d6 BARS

RE

VIS

ED 03-08 -

AB

UT

ME

NT

WI

NG

SH

AP

E

CH

AN

GE

D.

RE

VIS

ED 07-2018:

AD

DE

D 10" DI

ME

NSI

ON

TO 5d5 P

AVI

NG

NO

TC

H

DO

WE

L P

LA

CE

ME

NT.

??

?? ??

?? ??

??



DESIGN SHEET NO.

COUNTY


POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:

ABUTMENT STEP DIAGRAM

1

OF

PIL

ES

CL.

4

8a2

5b2

8a3

4

EQ.

SP

A.

2'-0

3'-6

1'-6

ƒ

ƒ

SECTION E-E

2'-

0

TO

P

3'-

10

2ƒ" CL.

2" 2"

CL.

1

4

CL.

5b1

ST

EP

CL.

5g1

5d2 6d1

8a1

5m1

5n1

1'-

6

1'-01'-2

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

4'-9•

1'-9•

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3

5d4 CROWN LINE AT ABUTMENT

IS PARALLEL TO ROADWAY

IN HEIGHT/ELEVATION AND

CONSTRUCTION JOINT VARIES

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

4" C

L.

2" C

L.

8

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS

DETAIL "C" BOTTOM BACKWALL ELEVATION

BOTTOM FOOTING ELEVATION

REAR ELEVATION

EXPANSION DEVICE NOT SHOWN

SECTION THROUGH ABUTMENT

BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT

ABUTMENT ABUTMENTSTEP

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

3

EQ.

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

*1'-3

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH

`STRIP SEAL EXPANSION DEVICE OPENING.

`TO ACCOMMODATE PROPER SETTING OF THE

`DURING CONSTRUCTION MAY BE NECESSARY

`THE PAVEMENT SUPPORT SECTION

*`THIS DIMENSION MAY VARY. TILTING OF

| ABUT. BRG.

MI

N.

MI

N.

TABLE OF ABUTMENT STEPS

1'-

10

3'-

10

1"

3

ROADWAY

REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

| APPROACH ROADWAY

3'-

7

3'-

7

1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS

PARALLELCONSTRUCTION JOINT

WA

SH

1'-

1

1'-

1

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.

ABUTMENT FOOTING DETAILS

NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.

AT EACH ABUTMENT.

____ - HP10x42 STEEL BEARING PILING REQUIRED

FOOTING. BATTER PILES IN THE DIRECTION SHOWN.

DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF

NOTE :

??

??

??

??

??

??

??

??

?? ?

?

??

??

??

??

?? ?

?


10

7'-

0

6'-

0

7'-

0

6'-

0

6d1 BARS

SPACES @ 1'-0 =

SPACES @ 2'-0 =

SPACES @ 0'-6 =

5d5 BARS

1'-6 TYPICAL

5n1

BEAM SPACES @

4'-

8

1'-

0 1'-

2

1'-

3

1'-

3

1'-7

6

SPACES @ 1'-0 =

6d1 5d5

1'-6

5m1

5d2

B

E E

B

A

A

STANDARD SHEET 2093

EXTERIOR BEAMS.

5n1 BARS TO FIT STEPS AT THE

BEAM. FLARE 5m1 BARS AND FIELD CUT

PLACE 5m1 AND 5n1 BARS UNDER EACH

NOTE :

THROUGH BACKWALL

PART SECTION

PART PLAN VIEW

AT | = 2'-2

5g1 MIN. LAP

AT | = 2'-2

5g3 MIN. LAP

10

1'-10‚ 1'-7

3'-6

ƒ

"C" OR "D" BEAMS - STUB ABUT. DETAILS - (R.A.) 0°01' - 7°30' SKEW

5d3 & 5d4 BARS

5d3 5d4

1'-

6

5b2 1'-

6

8a2

8a3

5b2

8a5

8a4

1'-0

1'-0

6

1'-0

6

1'-0

PILING LAYOUT

1'-6 2'-0

2'-0 1'-6

1"

WA

SH

ROADWAY

| APPROACH AT EACH 5g1).

5g2 DOWELS (ONE


SEE DESIGN SHEET

NOTE :

BRG.

| ABUT.

BEARING

| ABUTMENT

WASH

1"

ROADWAY

| APPROACH

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 2093 -

THIS

SH

EE

T

RE

DR

AW

N 5-23-91.

5d2 & 4d6 BARS

1'-

3

RE

VIS

ED 03-08 -

AB

UT

ME

NT

WI

NG

SH

AP

E

CH

AN

GE

D.

RE

VIS

ED 07-2018:

AD

DE

D 10" DI

ME

NSI

ON

TO 5d5 P

AVI

NG

NO

TC

H

DO

WE

L P

LA

CE

ME

NT.

??

??

????

??

??

??

??

??

??

??

??

??

??

??

??

??

????



DESIGN SHEET NO.

COUNTY


POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


1

OF

PIL

ES

CL.

4

8a2

5b2

8a3

4

EQ.

SP

A.

2'-0

3'-6

1'-6

ƒ

ƒ

SECTION E-E

2'-

0

TO

P

3'-

10

2ƒ" CL.

2" 2"

CL.

1

4

CL.

5b1

ST

EP

CL.

5g1

5d2 6d1

8a1

5m1

5n1

1'-

6

1'-01'-2

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

4'-9•

1'-9•

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

4" C

L.

2" C

L.

8

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

3

EQ.

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

*1'-3

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

3'-

10

1"

3

ROADWAY

REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

| APPROACH ROADWAY

3'-

7

3'-

7

1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.



AT EACH ABUTMENT.




NOTE :

??

??

??

??

??

??

??

??

?? ?

?

??

??

??

??

?? ?

?


10

1'-

6

5b2

1'-

6

8a2

8a3

5b2

8a4

8a5 1'-0

1'-0

6

1'-0

1'-0

6

6'-

0

7'-

0

6'-

0

7'-

0

SPACES @ 0'-6

= 6d1

BARS

SPACES @ 1'

-0 =

SPACES @ 2'-0

= 5d5 BARS

SPACES @ 1'

-0 =

| APPROACH ROADWAY

4'-

8

1'-

0 1'-

2 1'-

3

1'-3

1'-

3

1'-7

6

1'-6

TYPICAL

5n1

5m1

1'-6

BEAM SPACES

@

5g2 DOWELS (ONE AT EACH 5g1).

6d1

5d5

5d2

B

E E

B

A

A

STANDARD SHEET 2094

EXTERIOR BEAMS.




NOTE :

THROUGH BACKWALL

PART SECTION

PART PLAN VIEW

PILING LAYOUT

AT | = 2'-2

5g1 MIN. LAP

AT | = 2'-2

5g3 MIN. LAP

10

1'-10‚ 1'-7

3'-6

ƒ

"C" OR "D" BEAMS - STUB ABUT. DETAILS - (R.A.) 7°31' - 15° SKEW

1'-6 2'-0

2'-0 1'-6

5d3 &

5d4 BARS

5d3

5d4

1"

WA

SH

BEARING

| ABUT.


SEE DESIGN SHEET

NOTE :

WASH

1"

ROADWAY

| APPROACH

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 2094 -

THIS

SH

EE

T

RE

DR

AW

N 5-23-91.

5d2 &

4d6 BARS

| ABUTMENT BEARING

RE

VIS

ED 03-08 -

AB

UT

ME

NT

WI

NG

SH

AP

E

CH

AN

GE

D.

RE

VIS

ED 07-2018:

AD

DE

D 10" DI

ME

NSI

ON

TO 5d5 P

AVI

NG

NO

TC

H

DO

WE

L P

LA

CE

ME

NT.

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??



DESIGN SHEET NO.

COUNTY


POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


1

OF

PIL

ES

CL.

4

8a2

5b2

8a3

4

EQ.

SP

A.

2'-0

3'-6

1'-6

ƒ

ƒ

SECTION E-E

2'-

0

TO

P

3'-

10

2ƒ" CL.

2" 2"

CL.

1

4

CL.

5b1

ST

EP

CL.

5g1

5d2 6d1

8a1

5m1

5n1

1'-

6

1'-01'-2

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

4'-9•

1'-9•

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

4" C

L.

2" C

L.

8

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

3

EQ.

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

*1'-3

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

3'-

10

1"

3

ROADWAY

REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

| APPROACH ROADWAY

3'-

7

3'-

7

1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.



AT EACH ABUTMENT.




NOTE :

??

??

??

??

??

??

??

??

?? ?

?

??

??

??

??

?? ?

?


10

1'-

6

8a2

8a3

5b2

1'-

6

5b2

8a5

8a4

1'-0

1'-0

6

E E

B

B

A

A

6'-

0

7'-

0

6'-

0

7'-

0

1"

WASH

6

1'-7

| ABUTMENT BEARING

6d1

5d5

5d2

4'-

8

1'-

0 1'-

2 1'-

3

1'-3

1'-

3

1'-6

TYPICAL

5m1

5n1

1'-6

BEAM SP

ACES @

SPACES

@ 0'-

6 =

6d1 B

ARS

SPACES

@ 1'-

0 =

SPACES

@ 1'-

0 =

SPACES

@ 2'-

0 =

5d5

BARS

6

STANDARD SHEET 2095

EXTERIOR BEAMS.




NOTE :

THROUGH BACKWALL

PART SECTION

PART PLAN VIEW

PILING LAYOUT

| APPROACH ROADWAY

AT | = 2'-2

5g1 MIN. LAP

AT | = 2'-2

5g3 MIN. LAP

10

1'-10‚ 1'-7

3'-6

ƒ

"C" OR "D" BEAMS - STUB ABUT. DETAILS - (R.A.) 15°01' - 30° SKEW

1'-6 2'-0

2'-0 1'-6

5d3

& 5d

4 BARS

5d3 5d4

1"

WA

SH

BEARING

| ABUT.

AT EACH 5g1).

5g2 DOWELS (ONE


SEE DESIGN SHEET

NOTE :

ROADWAY

| APPROACH

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 2095 -

THIS

SH

EE

T

RE

DR

AW

N 5-23-91.

5d2

& 4d

6 BARS

RE

VIS

ED 03-08 -

AB

UT

ME

NT

WI

NG

SH

AP

E

CH

AN

GE

D.

1'-

01'-

0

RE

VIS

ED 07-2018:

AD

DE

D 10" DI

ME

NSI

ON

TO 5d5 P

AVI

NG

NO

TC

H

DO

WE

L P

LA

CE

ME

NT.

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??



DESIGN SHEET NO.

COUNTY


POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


1

OF

PIL

ES

CL.

4

8a2

5b2

8a3

4

EQ.

SP

A.

2'-0

3'-6

1'-6

ƒ

ƒ

SECTION E-E

2'-

0

TO

P

3'-

10

2ƒ" CL.

2" 2"

CL.

1

4

CL.

5b1

ST

EP

CL.

5g1

5d2 6d1

8a1

5m1

5n1

1'-

6

1'-01'-2

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

4'-9•

1'-9•

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

4" C

L.

2" C

L.

8

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

3

EQ.

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

*1'-3

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

3'-

10

1"

3

ROADWAY

REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

| APPROACH ROADWAY

3'-

7

3'-

7

1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.


??

??

??

??

??

??

??

??

?? ?

?

??

??

??

??

?? ?

?


AT EACH ABUTMENT.




NOTE :


10

B

E E

A

B A

7'-

0

6'-

0

7'-

0

6'-

0

1'-7

6

| ABUTMENT BEARING

4'-

8

1'-3

1'-

3

1'-

2 1'-

0

1'-

3

| APPROACH ROADWAY

5d5 6d1

5d2

5m1

1'-6 TYPICAL

5n1

1'-6

SPACES @ 0'-6 = 6d1 BARS SPACES @ 1'-0 =

SPACES @ 2'-0 = 5d5 BARS

SPACES @ 1'-0 =

5g2 DOWELS (ONE

AT EACH 5g1).

NOTE :

SEE DESIGN SHEET


BEAM SPACES @

STANDARD SHEET 2096

EXTERIOR BEAMS.




NOTE :

THROUGH BACKWALL

PART SECTION

PART PLAN VIEW

AT | = 2'-2

5g1 MIN. LAP

AT | = 2'-2

5g3 MIN. LAP

10

1'-10‚1'-7

3'-6

ƒ

"C" OR "D" BEAMS - STUB ABUT. DETAILS - (L.A.) 0°01' - 7°30' SKEW

5d3 & 5d4 BARS

1'-

6

6

1'-0

1'-0

8a4

8a5

5b2

1'-

6

6

8a2

8a3

5b2

PILING LAYOUT

1'-6 2'-0

2'-0 1'-6

5d3 5d4

1"

WA

SH

BEARING

| ABUT.

1"

WA

SH

ROADWAY

| APPROACH

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 2096 -

THIS

SH

EE

T

RE

DR

AW

N 5-23-91.

5d2 & 4d6 BARS

1'-

01'-

0

RE

VIS

ED 03-08 -

AB

UT

ME

NT

WI

NG

SH

AP

E

CH

AN

GE

D.

RE

VIS

ED 07-2018:

AD

DE

D 10" DI

ME

NSI

ON

TO 5d5 P

AVI

NG

NO

TC

H

DO

WE

L P

LA

CE

ME

NT.

????

??

??

??

??

??

??

??

??

??

??

????

??

??

??

??

??



DESIGN SHEET NO.

COUNTY


POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


1

4

CL.

5b1

ST

EP

CL.

5g1

5d2 6d1

8a1

5m1

5n1

1'-

6

1'-01'-2

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

4'-9•

1'-9•

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

8

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

3

EQ.

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

*1'-3

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

3'-

10

1"

3

ROADWAY

REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

| APPROACH ROADWAY

3'-

7

3'-

7

1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.



AT EACH ABUTMENT.




NOTE :

??

??

??

??

??

??

??

??

?? ?

?

??

??

??

??

?? ?

?

1

OF

PIL

ES

CL.

4

8a2

5b2

8a3

4

EQ.

SP

A.

2'-0

3'-6

1'-6

ƒ

ƒ

SECTION E-E

2'-

0

TO

P

3'-

10

2ƒ" CL.

2" 2"

CL.

4" C

L.

2" C

L.


10

6'-

0

7'-

0

4'-

8

1'-3

1'-

3

1'-

2 1'-

0

1'-

3

1'-7

6

1'-6

TYPICAL

5m1

5n1

1'-6

SPACES @ 0'-6 = 6d1 BARS

SPACES @ 1'-0 = SPACES @ 1'-0 = SPACES @ 2'-0 = 5d5 BARS

6'-

0

7'-

0

BEAM SPACES @

B

E E

B

PART SECTION

THROUGH BACKWALL A

A

6d1

5d2

5d5

1'-

6

6

1'-0

1'-0

8a4

8a5

5b2

6

1'-

6

5b2

8a3

8a2

STANDARD SHEET 2097

EXTERIOR BEAMS.




NOTE :

PART PLAN VIEW

PILING LAYOUT

AT | = 2'-2

5g1 MIN. LAP

AT | = 2'-2

5g3 MIN. LAP

10

1'-10‚1'-7

3'-6

ƒ

"C" OR "D" BEAMS - STUB ABUT. DETAILS - (L.A.) 7°31' - 15° SKEW

1'-6 2'-0

2'-0 1'-6

5d3 & 5d4 BARS

5d3 5d4

1"

WA

SH

BEARING

| ABUT.


SEE DESIGN SHEET

NOTE :

AT EACH 5g1).

5g2 DOWELS (ONE

ROADWAY

| APPROACH

BEARING

| ABUTMENT

1"

WA

SH

ROADWAY

| APPROACH

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 2097 -

THIS

SH

EE

T

RE

DR

AW

N 5-23-91.

5d2 & 4d6 BARS

1'-

01'-

0

RE

VIS

ED 03-08 -

AB

UT

ME

NT

WI

NG

SH

AP

E

CH

AN

GE

D.

RE

VIS

ED 07-2018:

AD

DE

D 10" DI

ME

NSI

ON

TO 5d5 P

AVI

NG

NO

TC

H

DO

WE

L P

LA

CE

ME

NT.

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??



DESIGN SHEET NO.

COUNTY


POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


1

4

CL.

5b1

ST

EP

CL.

5g1

5d2 6d1

8a1

5m1

5n1

1'-

6

1'-01'-2

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

4'-9•

1'-9•

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

8

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

3

EQ.

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

*1'-3

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

3'-

10

1"

3

ROADWAY

REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

| APPROACH ROADWAY

3'-

7

3'-

7

1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.



AT EACH ABUTMENT.




NOTE :

??

??

??

??

??

??

??

??

?? ?

?

??

??

??

??

?? ?

?

1

OF

PIL

ES

CL.

4

8a2

5b2

8a3

4

EQ.

SP

A.

2'-0

3'-6

1'-6

ƒ

ƒ

SECTION E-E

2'-

0

TO

P

3'-

10

2ƒ" CL.

2" 2"

CL.

4" C

L.

2" C

L.


10

1'-

6

6

8a2

8a3

5b2

8a4

8a5

5b2

1'-0

1'-0

1'-

6

6

7'-

0

6'-

0

1'-7

6

4'-

8

1'-3

1'-

3

1'-

2 1'-

0

1'-

3

BEAM SPACES @

1'-6

TYPICAL

5m1

5n1

1'-6

6d1

5d5

5d2

7'-

0

6'-

0 SPACES @ 0'-6 =

6d1 BARS

SPACES @ 1'-0 =

SPACES @ 1'-0 =

SPACES @ 2'-0 =

5d5 BARS

A

A

E E

B

B

STANDARD SHEET 2098

EXTERIOR BEAMS.




NOTE :

THROUGH BACKWALL

PART SECTION

PILING LAYOUT

PART PLAN VIEW

AT | = 2'-2

5g1 MIN. LAP

AT | = 2'-2

5g3 MIN. LAP

10

1'-10‚1'-7

3'-6

ƒ

"C" OR "D" BEAMS - STUB ABUT. DETAILS - (L.A.) 15°01' - 30° SKEW

1'-6 2'-0

2'-0 1'-6

5d3 & 5d4 BARS

5d3

5d4

1"

WA

SH

BEARING

| ABUT.

AT EACH 5g1).

5g2 DOWELS (ONE

BEARING

| ABUTMENT

ROADWAY

| APPROACH

1"

WA

SH


SEE DESIGN SHEET ??

NOTE :

ROADWAY

| APPROACH

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 2098 -

THIS

SH

EE

T

RE

DR

AW

N 5-23-91.

5d2 & 4d6 BARS

1'-

01'-

0

RE

VIS

ED 03-08 -

AB

UT

ME

NT

WI

NG

SH

AP

E

CH

AN

GE

D.

RE

VIS

ED 07-2018:

AD

DE

D 10" DI

ME

NSI

ON

TO 5d5 P

AVI

NG

NO

TC

H

DO

WE

L P

LA

CE

ME

NT.

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??

??



DESIGN SHEET NO.

COUNTY


POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


1

4

CL.

5b1

ST

EP

CL.

5g1

5d2 6d1

8a1

5m1

5n1

1'-

6

1'-01'-2

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

4'-9•

1'-9•

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

8

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

3

EQ.

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

*1'-3

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

3'-

10

1"

3

ROADWAY

REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

| APPROACH ROADWAY

3'-

7

3'-

7

1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.



AT EACH ABUTMENT.




NOTE :

??

??

??

??

??

??

??

??

?? ?

?

??

??

??

??

?? ?

?

1

OF

PIL

ES

CL.

4

8a2

5b2

8a3

4

EQ.

SP

A.

2'-0

3'-6

1'-6

ƒ

ƒ

SECTION E-E

2'-

0

TO

P

3'-

10

2ƒ" CL.

2" 2"

CL.

4" C

L.

2" C

L.


STANDARD SHEET 2099 "C" OR "D" BEAM STUB ABUT. DETAILS - 0° SKEW

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 2099 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

5f3

8a2

2'-5 2'-5

3'-5 3'-5

2'-5 1'-0

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED

DEPENDING ON BARRIER

SHOULD BE ON OR OFF

"REBAR EPOXY A" LEVEL

NOTE: "STAINLESS STEEL" LEVEL OR

RE

VIS

ED 05-14 -

CH

AN

GE

D

TH

E

MI

NI

MU

M

EM

BE

DM

EN

T

OF

TH

E 5e1

&

5e2

BA

RS

TO 1'-

6 I

NT

O

TH

E

AB

UT

ME

NT

FO

OTI

NG.



DESIGN SHEET NO.

COUNTY


ELEV. G ELEV. H ELEV.I

1"

WA

SH

VIEW B-B

BENCH MARK:

4'-

1

D

D

VIEW A-A

4'-

1

~

~

5e2

5b2

8a2

5e1

5f3

3

3

3

MI

N.

5-8a2

&

5-8a3

3 3 3 3

8-5e1

6 SPA. @ 0'-11 = 5'-6

14-5e2

5e1

5f3

5e2

~

1'-

7

SECTION C-C

6'-0

3'-

10

VA

R.

JOINT FILLER

EXPANSION

•" PREFORMED 5c14 F.F.

5c3 B.F.

10

5c14

6'-0 WING EXTENSION

ELEVATION SEE DESIGN SHEET ??

FOR BOTTOM FOOTING

7'-0 END SECTION 6'-0 WING EXTENSION 6'-0 WING EXTENSION 7'-0 END SECTION

PARALLEL TO TOP OF WING

DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5-8a4

8a4 5b2

5e1

&

5-8a5

5f4

C C

2'-1

MI

N.

2

2ƒ" CL.

PART

~5c3

~5c14

5e2

1'-

6

MI

N.

LOCATION ELEV. G ELEV. H ELEV. I

TABLE OF WINGWALL ELEVATIONS

SECTION D-D 5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

SE

E

AB

UT

ME

NT

WI

NG

FO

R

DE

TAILS

(WITH KEYWAYS)

CONSTRUCTION JOINT

5d8

5d9

4

EQ.

SP

A.;5f

BA

RS

7'-0 ABUTMENT WING

NOTE: BARRIER RAIL NOT SHOWN.

5d9 5d8

2'-10 2'-4

5e2

~ 5c3

SHEET FOR PVC PIPE LOCATION.

*`SEE PART PLAN & LONGIT. SECTION

*`PVC PIPE

*`PVC PIPE

SEE DESIGN SHEET ____.

NOTE: FOR LOCATION OF VIEWS A-A & B-B

____ BELOW THE DESIGN | GRADE.

THIS SURFACE IS PARALLEL TO AND

QUANTITIES.

ARE INCLUDED IN THE BARRIER RAIL

REINFORCING BARS 5c3 AND 5c14

BARRIER RAIL WING EXTENSIONS.

THESE PLANS FOR DETAILS OF

~ NOTE: SEE DESIGN SHEET ____ IN

1'-

6

1'-

6

3`EQ.`SPA.

??

??

??

??

??

??

??

??

??

??

??

??

?? ??


STANDARD SHEET 2100"C" OR "D" BEAM STUB ABUT. DETAILS - ( R.A. ) 0°01' - 7°30' SKEW

TO ACCOMMODATE SKEW

CLEAR FROM FACE OF CONCRETE

POSITION THIS 5e2 BAR 2"

PART SECTION F-F

3 3

8-5e1

5e1

5c3

5e2 5f4

~

~

10

5c14

F

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 2100 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

F

5d9

5d8

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



RE

VIS

ED 05-14 -

CH

AN

GE

D

TH

E

MI

NI

MU

M

EM

BE

DM

EN

T

OF

TH

E 5e1

&

5e2

BA

RS

TO 1'-

6 I

NT

O

TH

E

AB

UT

ME

NT

FO

OTI

NG.

3`EQ.`SPA.



DESIGN SHEET NO.

COUNTY



1"

WA

SH

VIEW B-B

BENCH MARK:

4'-

1

D

D

VIEW A-A

4'-

1

~

~

5e2

5b2

8a2

5e1

5f3

3

3

3

MI

N.

5-8a2

&

5-8a3

3 3 3 3

8-5e1

6 SPA. @ 0'-11 = 5'-6

14-5e2

5e1

5f3

5e2

~

1'-

7

SECTION C-C

6'-0

3'-

10

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.

10

5c14

6'-0 WING EXTENSION


FOR BOTTOM FOOTING



DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5-8a4

8a4 5b2

5e1

&

5-8a5

5f4

C C

2'-1

MI

N.

2

2ƒ" CL.

PART

~5c3

~5c14

5e2

1'-

6

MI

N.




5h4 (TRAFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

SE

E

AB

UT

ME

NT

WI

NG

FO

R

DE

TAILS

(WITH KEYWAYS)

CONSTRUCTION JOINT

5d8

5d9

4

EQ.

SP

A.;5f

BA

RS

7'-0 ABUTMENT WING


5d9 5d8

2'-10 2'-4

5e2

~ 5c3



*`PVC PIPE

*`PVC PIPE





QUANTITIES.






1'-

6

1'-

6

3`EQ.`SPA.

??

??

??

??

??

??

??

??

??

??

??

??

?? ??


STANDARD SHEET 2101"C" OR "D" BEAM STUB ABUT. DETAILS - ( R.A. ) 7°31' - 15° SKEW

3 3

8-5e1

5f4

5e1

5c3 ~ 5e2

~

PART SECTION F-F

10

5c14

TO ACCOMMODATE SKEW



EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 2101 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

F F

5d9

5d8

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



RE

VIS

ED 05-14 -

CH

AN

GE

D

TH

E

MI

NI

MU

M

EM

BE

DM

EN

T

OF

TH

E 5e1

&

5e2

BA

RS

TO 1'-

6 I

NT

O

TH

E

AB

UT

ME

NT

FO

OTI

NG.

3`EQ.`SPA.



DESIGN SHEET NO.

COUNTY



1"

WA

SH

VIEW B-B

BENCH MARK:

4'-

1

D

D

VIEW A-A

4'-

1

~

~

5e2

5b2

8a2

5e1

5f3

3

3

3

MI

N.

5-8a2

&

5-8a3

3 3 3 3

8-5e1

6 SPA. @ 0'-11 = 5'-6

14-5e2

5e1

5f3

5e2

~

1'-

7

SECTION C-C

6'-0

3'-

10

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.

10

5c14

6'-0 WING EXTENSION


FOR BOTTOM FOOTING



DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5-8a4

8a4 5b2

5e1

&

5-8a5

5f4

C C

2'-1

MI

N.

2

2ƒ" CL.

PART

~5c3

~5c14

5e2

1'-

6

MI

N.




5h4 (TRAFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

SE

E

AB

UT

ME

NT

WI

NG

FO

R

DE

TAILS

(WITH KEYWAYS)

CONSTRUCTION JOINT

5d8

5d9

4

EQ.

SP

A.;5f

BA

RS

7'-0 ABUTMENT WING


5d9 5d8

2'-10 2'-4

5e2

~ 5c3



*`PVC PIPE

*`PVC PIPE





QUANTITIES.






1'-

6

1'-

6

3`EQ.`SPA.

??

??

??

??

??

??

??

??

??

??

??

??

?? ??


F F

STANDARD SHEET 2102"C" OR "D" BEAM STUB ABUT. DETAILS - ( R.A. ) 15°01' - 30° SKEW

5f4

3 3

5e1

5e2

8-5e1

10

~5c3

TO ACCOMMODATE SKEW



PART SECTION F-F

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 2102 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

5d9

5d8

~5c14

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



RE

VIS

ED 05-14 -

CH

AN

GE

D

TH

E

MI

NI

MU

M

EM

BE

DM

EN

T

OF

TH

E 5e1

&

5e2

BA

RS

TO 1'-

6 I

NT

O

TH

E

AB

UT

ME

NT

FO

OTI

NG.

3`EQ.`SPA.



DESIGN SHEET NO.

COUNTY



1"

WA

SH

VIEW B-B

BENCH MARK:

4'-

1

D

D

VIEW A-A

4'-

1

~

~

5e2

5b2

8a2

5e1

5f3

3

3

3

MI

N.

5-8a2

&

5-8a3

3 3 3 3

8-5e1

6 SPA. @ 0'-11 = 5'-6

14-5e2

5e1

5f3

5e2

~

1'-

7

SECTION C-C

6'-0

3'-

10

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.

10

5c14

6'-0 WING EXTENSION


FOR BOTTOM FOOTING



DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5-8a4

8a4 5b2

5e1

&

5-8a5

5f4

C C

2'-1

MI

N.

2

2ƒ" CL.

PART

~5c3

~5c14

5e2

1'-

6

MI

N.




5h4 (TRAFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

SE

E

AB

UT

ME

NT

WI

NG

FO

R

DE

TAILS

(WITH KEYWAYS)

CONSTRUCTION JOINT

5d8

5d9

4

EQ.

SP

A.;5f

BA

RS

7'-0 ABUTMENT WING


5d9 5d8

2'-10 2'-4

5e2

~ 5c3



*`PVC PIPE

*`PVC PIPE





QUANTITIES.






1'-

6

1'-

6

3`EQ.`SPA.

??

??

??

??

??

??

??

??

??

??

??

??

?? ??


STANDARD SHEET 2103"C" OR "D" BEAM STUB ABUT. DETAILS - ( L.A. ) 0°01' - 7°30' SKEW

PART SECTION F-F

3 3

8-5e1

5e1

5c3

5e2 5f4

~

~

~

10

TO ACCOMMODATE SKEW



5c14

5c16

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 2103 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

F

5d9

5d8

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



F

RE

VIS

ED 05-14 -

CH

AN

GE

D

TH

E

MI

NI

MU

M

EM

BE

DM

EN

T

OF

TH

E 5e1

&

5e2

BA

RS

TO 1'-

6 I

NT

O

TH

E

AB

UT

ME

NT

FO

OTI

NG.

3`EQ.`SPA.



DESIGN SHEET NO.

COUNTY



1"

WA

SH

VIEW B-B

BENCH MARK:

4'-

1

D

D

VIEW A-A

4'-

1

~

~

5e2

5b2

8a2

5e1

5f3

3

3

3

MI

N.

5-8a2

&

5-8a3

3 3 3 3

8-5e1

6 SPA. @ 0'-11 = 5'-6

14-5e2

5e1

5f3

5e2

~

1'-

7

SECTION C-C

6'-0

3'-

10

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.

10

5c14

6'-0 WING EXTENSION


FOR BOTTOM FOOTING



DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5-8a4

8a4 5b2

5e1

&

5-8a5

5f4

C C

2'-1

MI

N.

2

2ƒ" CL.

PART

~5c3

~5c14

5e2

1'-

6

MI

N.




5h4 (TRAFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

SE

E

AB

UT

ME

NT

WI

NG

FO

R

DE

TAILS

(WITH KEYWAYS)

CONSTRUCTION JOINT

5d8

5d9

4

EQ.

SP

A.;5f

BA

RS

7'-0 ABUTMENT WING


5d9 5d8

2'-10 2'-4

5e2

~ 5c3



*`PVC PIPE

*`PVC PIPE





QUANTITIES.






1'-

6

1'-

6

3`EQ.`SPA.

??

??

??

??

??

??

??

??

??

??

??

??

?? ??


STANDARD SHEET 2104"C" OR "D" BEAM STUB ABUT. DETAILS - ( L.A. ) 7°31'-15° SKEW

PART SECTION F-F

3 3

8-5e1

5f4

5e1 ~

5c3

5e2

~ ~

10

TO ACCOMMODATE SKEW



5c16

5c14

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 2104 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

F

5d9

5d8

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



F

RE

VIS

ED 05-14 -

CH

AN

GE

D

TH

E

MI

NI

MU

M

EM

BE

DM

EN

T

OF

TH

E 5e1

&

5e2

BA

RS

TO 1'-

6 I

NT

O

TH

E

AB

UT

ME

NT

FO

OTI

NG.

3`EQ.`SPA.



DESIGN SHEET NO.

COUNTY



1"

WA

SH

VIEW B-B

BENCH MARK:

4'-

1

D

D

VIEW A-A

4'-

1

~

~

5e2

5b2

8a2

5e1

5f3

3

3

3

MI

N.

5-8a2

&

5-8a3

3 3 3 3

8-5e1

6 SPA. @ 0'-11 = 5'-6

14-5e2

5e1

5f3

5e2

~

1'-

7

SECTION C-C

6'-0

3'-

10

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.

10

5c14

6'-0 WING EXTENSION


FOR BOTTOM FOOTING



DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5-8a4

8a4 5b2

5e1

&

5-8a5

5f4

C C

2'-1

MI

N.

2

2ƒ" CL.

PART

~5c3

~5c14

5e2

1'-

6

MI

N.




5h4 (TRAFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

SE

E

AB

UT

ME

NT

WI

NG

FO

R

DE

TAILS

(WITH KEYWAYS)

CONSTRUCTION JOINT

5d8

5d9

4

EQ.

SP

A.;5f

BA

RS

7'-0 ABUTMENT WING


5d9 5d8

2'-10 2'-4

5e2

~ 5c3



*`PVC PIPE

*`PVC PIPE





QUANTITIES.






1'-

6

1'-

6

3`EQ.`SPA.

??

??

??

??

??

??

??

??

??

??

??

??

?? ??


STANDARD SHEET 2105"C" OR "D" BEAM STUB ABUT. DETAILS - ( L.A. ) 15°01'-30° SKEW

3 3

8-5e1

5e1

5f4 5e2

PART SECTION F-F

~

10

TO ACCOMMODATE SKEW



5c14

5c16

~5c3

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 2105 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

F

5d9

5d8

~

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



F

RE

VIS

ED 05-14 -

CH

AN

GE

D

TH

E

MI

NI

MU

M

EM

BE

DM

EN

T

OF

TH

E 5e1

&

5e2

BA

RS

TO 1'-

6 I

NT

O

TH

E

AB

UT

ME

NT

FO

OTI

NG.

3`EQ.`SPA.



DESIGN SHEET NO.

COUNTY



1"

WA

SH

VIEW B-B

BENCH MARK:

4'-

1

D

D

VIEW A-A

4'-

1

~

~

5e2

5b2

8a2

5e1

5f3

3

3

3

MI

N.

5-8a2

&

5-8a3

3 3 3 3

8-5e1

6 SPA. @ 0'-11 = 5'-6

14-5e2

5e1

5f3

5e2

~

1'-

7

SECTION C-C

6'-0

3'-

10

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.

10

5c14

6'-0 WING EXTENSION


FOR BOTTOM FOOTING



DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5-8a4

8a4 5b2

5e1

&

5-8a5

5f4

C C

2'-1

MI

N.

2

2ƒ" CL.

PART

~5c3

~5c14

5e2

1'-

6

MI

N.




5h4 (TRAFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

SE

E

AB

UT

ME

NT

WI

NG

FO

R

DE

TAILS

(WITH KEYWAYS)

CONSTRUCTION JOINT

5d8

5d9

4

EQ.

SP

A.;5f

BA

RS

7'-0 ABUTMENT WING


5d9 5d8

2'-10 2'-4

5e2

~ 5c3



*`PVC PIPE

*`PVC PIPE





QUANTITIES.






1'-

6

1'-

6

3`EQ.`SPA.

??

??

??

??

??

??

??

??

??

??

??

??

?? ??


STANDARD SHEET 2106

D=6

3'-

0

8a3

7'-7

D=6

3'-

0

1'-

5

8a2

8'-1 TO 8'-11

10

10 10'-7 283

345

20 4'-3 89

"C or D" BEAM STUB ABUT. BAR LIST - 0° SKEW

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2106 -

THIS

SH

EE

T IS

SU

ED 03-08.

CO

RR

EC

TI

ON 04-14 -

RE

MO

VE

D

ES

TI

MA

TE

D

QU

AN

TITIE

S

TA

BL

E. R

EM

OV

ED

WI

NG

QU

AN

TITIE

S. N

OT

ED

QU

AN

TITIE

S

AR

E

TO

BE

SH

OW

N

ON

SU

MM

AR

Y

QU

AN

TITIE

S

SH

EE

T.

RE

VIS

ED 07-2018:

CH

AN

GE

D

BA

R 5d5 P

AVI

NG

NO

TC

H

DO

WE

L

LE

NG

TH

TO 3'-

2 (W

AS 3'-

6).



DESIGN SHEET NO.

COUNTY


BACKWALL BELOW CONSTR. JOINT

BACKWALL ABOVE CONSTR. JOINT

FOOTING AND STEPS

TOTAL (C.Y.)

REINFORCING BAR LIST - ONE ABUTMENTBAR LOCATION SHAPE NO. LENGTH WEIGHT

6d1

5d2

5d3

5g1

5g2

5g3

5m1

5n1

EP

OX

Y

CO

AT

ED

BA

RS

BENT BAR DETAILS

8a1

8a2

8a3

5b1

5b2

5e1

5e2

5f3

FOOTING LONGITUDINAL

WING FOOTING

WING FOOTING

FOOTING HOOPS

WING FOOTING HOOPS

MASKWALL VERTICAL

MASKWALL HORIZONTAL

5d4

BACKWALL VERTICAL B.F.

BACKWALL VERTICAL F.F.

PAVING NOTCH

PAVING NOTCH LONGITUDINAL

BEAM STEPS TRANSVERSE

BEAM STEPS LONGITUDINAL

LOCATION

28

5'-1

2'-8

6

16

28

ABUTMENT NOTES:

3'-5

129

ABUT. ABUT.

BACKWALL LONGITUDINAL

BACKWALL DOWELS

REINFORCING STEEL - EPOXY COATED - TOTAL (LBS.)

VARIES

88

4'-2

? WING MASKWALL

? WING MASKWALL

14'-0

PAVING NOTCH

4d6 BACKWALL VERTICAL HOOP 7'-9

STAINLESS STEEL - TOTAL (LBS.)S.S.

BA

RS 5d5 PAVING NOTCH DOWELS (STAINLESS STEEL)

6

6

D=2•

5b1

2'-1

1'-

6

5m1

D=2•

4d6

11"

D=2

3'-

5

6

6

D=2•

5b2

3'-

4

3'-2

2'-2

5d3

D=2•1'-

0

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

D=2•

5d4

D=2•

1'-

0

1'-5

1'-0

1'-0

1'-

0

4'-5

CONCRETE PLACEMENT QUANTITIES

5d8

5d9

WING EXTENSION FF HORIZONTAL

WING EXTENSION BF HORIZONTAL

5h2

5h4

6

6

31

31

5d8 5h4

2'-9„ 2'-9„

5‚

5‚

2'-1

D=3ƒD=3ƒ

2'-102'-10

4'-11

4'-11

5'-10

12

12 8'-8

8'-8 108

108

WING TO FOOTING ANCHOR FFH

WING TO FOOTING ANCHOR BFH

3'-6•

4'-4•

3'-

5

3'-

6

10

15'-10

? WING EXTENSION

? WING EXTENSION

WING EXTENSION VERTICALBY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.

METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE PROVIDED

DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE

IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE

GRADE 60, MEETING THE REQUIREMENTS OF MATERIALS I.M. 452.

PAVING NOTCH DOWELS SHALL BE STAINLESS STEEL DEFORMED BAR

IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".

OF FURNISHING AND PLACING CONCRETE SEALER IS TO BE INCLUDED

THE COST OF PREFORMED EXPANSION JOINT FILLER, AND COST

SPECIFICATIONS.

SEAT IN ACCORDANCE WITH THE CURRENT IOWA D.O.T. STANDARD

CONCRETE SEALER IS TO BE APPLIED TO THE ABUTMENT BRIDGE

BRIDGE DECK IS PLACED.

ANCHORAGE OF THE EXPANSION DEVICE IS TO BE PLACED AFTER THE

THE PORTION OF THE BACKWALL CONTAINING THE ABUTMENT

2x6's.

CONSTRUCTION JOINT KEYWAYS ARE TO BE FORMED WITH BEVELED

POURED.

THE MASKWALL IS TO BE POURED BEFORE THE BRIDGE DECK IS

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

MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR

ABUTMENT QUANTITIES

ON THE SUMMARY QUANTITIES SHEET.

CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED

NOTE:

3'-2


STANDARD SHEET 2107

1'-5

8a1 5g2 (LAP`=`3'-11)

8

D=2•D=6

3'-9

8a2

8a4

D=6

1'-

5

& 8a4

8a2

?? TO ??

?? TO ??

3'-

0

8a3

8a5

D=6

3'-

0

& 8a5

8a3

26

5

5

5

5

VARIES8a4

8a5

WING FOOTING

WING FOOTING

5f4 MASKWALL HORIZONTAL

10

10

"C or D" BEAM STUB ABUT. BAR LIST - 0°01' - 7°30' SKEW

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2107 -

THIS

SH

EE

T IS

SU

ED 03-08.

CO

RR

EC

TI

ON 04-14 -

RE

MO

VE

D

ES

TI

MA

TE

D

QU

AN

TITIE

S

TA

BL

E. R

EM

OV

ED

WI

NG

QU

AN

TITIE

S. N

OT

ED

QU

AN

TITIE

S

AR

E

TO

BE

SH

OW

N

ON

SU

MM

AR

Y

QU

AN

TITIE

S

SH

EE

T.

RE

VIS

ED 07-2018:

CH

AN

GE

D

BA

R 5d5 P

AVI

NG

NO

TC

H

DO

WE

L

LE

NG

TH

TO 3'-

2 (W

AS 3'-

6).



DESIGN SHEET NO.

COUNTY




FOOTING AND STEPS

TOTAL (C.Y.)


6d1

5d2

5d3

5g1

5g2

5g3

5m1

5n1

EP

OX

Y

CO

AT

ED

BA

RS

BENT BAR DETAILS

8a1

8a2

8a3

5b1

5b2

5e1

5e2

5f3


WING FOOTING

WING FOOTING

FOOTING HOOPS

WING FOOTING HOOPS

MASKWALL VERTICAL

MASKWALL HORIZONTAL

5d4



PAVING NOTCH




LOCATION

28

5'-1

2'-8

6

16

28

ABUTMENT NOTES:

3'-5

129

ABUT. ABUT.


BACKWALL DOWELS


VARIES

88

4'-2

? WING MASKWALL

? WING MASKWALL

14'-0

PAVING NOTCH



BA


6

6

D=2•

5b1

2'-1

1'-

6

5m1

D=2•

4d6

11"

D=2

3'-

5

6

6

D=2•

5b2

3'-

4

3'-2

2'-2

5d3

D=2•1'-

0


D=2•

5d4

D=2•

1'-

0

1'-5

1'-0

1'-0

1'-

0

4'-5


5d8

5d9



5h2

5h4

6

6

31

31

5d8 5h4

2'-9„ 2'-9„

5‚

5‚

2'-1

D=3ƒD=3ƒ

2'-102'-10

4'-11

4'-11

5'-10

12

12 8'-8

8'-8 108

108



3'-6•

4'-4•

3'-

5

3'-

6

10

15'-10

? WING EXTENSION

? WING EXTENSION










SPECIFICATIONS.






2x6's.


POURED.




ABUTMENT QUANTITIES



NOTE:

3'-2


STANDARD SHEET 2108

1'-5

8a1 5g2 (LAP`=`3'-11)

8

D=2•D=6

3'-9

8a2

8a4

D=6

1'-

5

& 8a4

8a2

?? TO ??

?? TO ??

3'-

0

8a3

8a5

D=6

3'-

0

& 8a5

8a3

26

5

5

5

5

VARIES8a4

8a5

WING FOOTING

WING FOOTING


10

10

"C or D" BEAM STUB ABUT. BAR LIST - 7°30' - 15° SKEW

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2108 -

THIS

SH

EE

T IS

SU

ED 03-08.

CO

RR

EC

TI

ON 04-14 -

RE

MO

VE

D

ES

TI

MA

TE

D

QU

AN

TITIE

S

TA

BL

E. R

EM

OV

ED

WI

NG

QU

AN

TITIE

S. N

OT

ED

QU

AN

TITIE

S

AR

E

TO

BE

SH

OW

N

ON

SU

MM

AR

Y

QU

AN

TITIE

S

SH

EE

T.

RE

VIS

ED 07-2018:

CH

AN

GE

D

BA

R 5d5 P

AVI

NG

NO

TC

H

DO

WE

L

LE

NG

TH

TO 3'-

2 (W

AS 3'-

6).



DESIGN SHEET NO.

COUNTY




FOOTING AND STEPS

TOTAL (C.Y.)


6d1

5d2

5d3

5g1

5g2

5g3

5m1

5n1

EP

OX

Y

CO

AT

ED

BA

RS

BENT BAR DETAILS

8a1

8a2

8a3

5b1

5b2

5e1

5e2

5f3


WING FOOTING

WING FOOTING

FOOTING HOOPS

WING FOOTING HOOPS

MASKWALL VERTICAL

MASKWALL HORIZONTAL

5d4



PAVING NOTCH




LOCATION

28

5'-1

2'-8

6

16

28

ABUTMENT NOTES:

3'-5

129

ABUT. ABUT.


BACKWALL DOWELS


VARIES

88

4'-2

? WING MASKWALL

? WING MASKWALL

14'-0

PAVING NOTCH



BA


6

6

D=2•

5b1

2'-1

1'-

6

5m1

D=2•

4d6

11"

D=2

3'-

5

6

6

D=2•

5b2

3'-

4

3'-2

2'-2

5d3

D=2•1'-

0


D=2•

5d4

D=2•

1'-

0

1'-5

1'-0

1'-0

1'-

0

4'-5


5d8

5d9



5h2

5h4

6

6

31

31

5d8 5h4

2'-9„ 2'-9„

5‚

5‚

2'-1

D=3ƒD=3ƒ

2'-102'-10

4'-11

4'-11

5'-10

12

12 8'-8

8'-8 108

108



3'-6•

4'-4•

3'-

5

3'-

6

10

15'-10

? WING EXTENSION

? WING EXTENSION










SPECIFICATIONS.






2x6's.


POURED.




ABUTMENT QUANTITIES



NOTE:

3'-2


STANDARD SHEET 2109

26

5

5

5

5

VARIES8a4

8a5

WING FOOTING

WING FOOTING


10

10

1'-5

8a1 5g2 (LAP`=`3'-11)

8

D=2•D=6

3'-9

8a2

8a4

D=6

1'-

5

& 8a4

8a2

?? TO ??

?? TO ??

3'-

0

8a3

8a5

D=6

3'-

0

& 8a5

8a3

"C or D" BEAM STUB ABUT. BAR LIST - 15°01' - 30' SKEW

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2109 -

THIS

SH

EE

T IS

SU

ED 03-08.

CO

RR

EC

TI

ON 04-14 -

RE

MO

VE

D

ES

TI

MA

TE

D

QU

AN

TITIE

S

TA

BL

E. R

EM

OV

ED

WI

NG

QU

AN

TITIE

S. N

OT

ED

QU

AN

TITIE

S

AR

E

TO

BE

SH

OW

N

ON

SU

MM

AR

Y

QU

AN

TITIE

S

SH

EE

T.

RE

VIS

ED 07-2018:

CH

AN

GE

D

BA

R 5d5 P

AVI

NG

NO

TC

H

DO

WE

L

LE

NG

TH

TO 3'-

2 (W

AS 3'-

6).



DESIGN SHEET NO.

COUNTY




FOOTING AND STEPS

TOTAL (C.Y.)


6d1

5d2

5d3

5g1

5g2

5g3

5m1

5n1

EP

OX

Y

CO

AT

ED

BA

RS

BENT BAR DETAILS

8a1

8a2

8a3

5b1

5b2

5e1

5e2

5f3


WING FOOTING

WING FOOTING

FOOTING HOOPS

WING FOOTING HOOPS

MASKWALL VERTICAL

MASKWALL HORIZONTAL

5d4



PAVING NOTCH




LOCATION

28

5'-1

2'-8

6

16

28

ABUTMENT NOTES:

3'-5

129

ABUT. ABUT.


BACKWALL DOWELS


VARIES

88

4'-2

? WING MASKWALL

? WING MASKWALL

14'-0

PAVING NOTCH



BA


6

6

D=2•

5b1

2'-1

1'-

6

5m1

D=2•

4d6

11"

D=2

3'-

5

6

6

D=2•

5b2

3'-

4

3'-2

2'-2

5d3

D=2•1'-

0


D=2•

5d4

D=2•

1'-

0

1'-5

1'-0

1'-0

1'-

0

4'-5


5d8

5d9



5h2

5h4

6

6

31

31

5d8 5h4

2'-9„ 2'-9„

5‚

5‚

2'-1

D=3ƒD=3ƒ

2'-102'-10

4'-11

4'-11

5'-10

12

12 8'-8

8'-8 108

108



3'-6•

4'-4•

3'-

5

3'-

6

10

15'-10

? WING EXTENSION

? WING EXTENSION










SPECIFICATIONS.






2x6's.


POURED.




ABUTMENT QUANTITIES



NOTE:

3'-2


x

STANDARD SHEET 4305

10•

8

2 1'-5 1'-6

30'-0 ROADWAY

1'-7

LEVEL

15'-0

3'-0 PARABOLIC

CROWN

9 4•

9 9

99

1'-2 1'-2

9 SPA. AT 0'-10 = 7'-6

DECK (TYPICAL)

DECK (TYPICAL)

15'-0 1'-7

LEVEL

6b1

2•" C

L.

7a1 AT 11" |'S

7a AT 11" |'S

A

A

3

1"

SEE DETAIL B

3

4"̀

@L̀

OW

EN

D 5e1

W24x68

5d1 5e1

W24x68

5d2

4'-6 4'-6

3'-1 3'-1

5

2 26b1 BARS

8‹

2•" C

L.

3

1"

SEE DETAIL B

3

6b1

L4x3xŠ

(TYP.)

7 x • {

L4x3xŠ

| ROADWAY

SYMMETRICAL ABOUT

9

3ƒ" DRIP GROOVE

VA

R.

SPACED AT 2'-0

INDENTATION

MASKWALL

HALF SECTION NEAR ABUTMENT HALF SECTION NEAR INTERMEDIATE DIAPHRAGM

SEE DES. SHT.

WELDING DETAILS

STIFFENER AND

NOTE: FOR ADDITIONAL

PART SECTION NEAR PIER

(TY

P.)

RAIL SHEET.

SEE STANDARD BARRIER

AND RAIL REINFORCING

FOR DETAILS OF RAIL

3 GIRDER SPACES AT 9'-0 = 27'-0

6b1 SPCG. TOP OF

6b1 SPCG. BOTT. OF

3‚

3‚

2‡

ƒ …

4•

| ROADWAY

ABOUT

SYMMETRICAL

9

1"

CL.

1"

CL.

WT4x10.5

1"

WT4x10.5

1"

30' RDWY. WELDED GIRDER CROSS SECTION - LRFD DESIGN

EN

GLIS

HS

TU

BB

RI

DG

ES.D

GN - 4305 S

TA

ND

AR

D

LR

FD

DE

SI

GN IS

SU

ED

ON 04-07.

INCLUDE THE HAUNCH.

DECK AREA DOES NOT

DECK AREA = 22.81 SQ. FT.

BARS IN TOP OF DECK)

(CENTERED BETWEEN 7a

5j1 BARS AT 11" |'s

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



@ 3

2 SPA.

1" x 8 x 0'-8

?? x ?? {

(TYP.)

?? x ?? {

SPACE 5d HOOPS WITH TOP 6b1 BARS

12'-0 TANGENT ON 2.0% SLOPE

10-5d HOOPS - TYP. EACH BAY

19-6b1 BARS

8 SPA. AT 0'-10 = 6'-8

JOINT FILLER

•" RESILIENT

ELS

EW

HE

RE

ON

TH

ES

E

PL

AN

S." ).

CH

AN

GE

D

NO

TE

ST

ATI

NG " •" R

ESILIE

NT J

OI

NT

FIL

LE

R" (W

AS

PR

EF

OR

ME

D

EX

PA

NSI

ON J

OI

NT

FIL

LE

R).

RE

VIS

ED 07-2018:

RE

MO

VE

D

LA

ST

PA

RT

OF

NO

TE I

N

TH

E

FIR

ST

SE

NT

EN

CE

OF

TH

E "T

YP.

DE

CK

&

HA

UN

CH

DE

TAIL" (W

AS "A

S

SH

OW

N

ON

TH

E "T

HE

OR

ETIC

AL

CO

NC

RE

TE

HA

UN

CH

DI

AG

RA

M" S

HO

WN

RE

VIS

ED 08-2018:

AD

DE

D "R

EF

ER

TO

HA

UN

CH

DE

TAILS

SH

OW

N

ELS

EW

HE

RE

ON

TH

ES

E

PL

AN

S." T

O

TY

P.

DE

CK

AN

D

HA

UN

CH

DE

TAIL

NO

TE

S.



DESIGN SHEET NO.

COUNTY


TOP OF DECK

1•

2•" C

L.

‚

8

8

8

*

BETWEEN HAUNCHES

STRAIGHT LINE

TYP. DECK & HAUNCH DETAIL

W24x68

7 CUT & GRIND

SEE DETAIL

6

EQ.

SP

A.

1" RADIUS

2

TY

P.

DETAIL B

72 ƒ" DRIP GROOVE

W24x68

(NORMAL TO GRADE)

| ABUTMENT BEARING

5d HOOPS

5e1

SECTION A-A(NORMAL TO ABUTMENT)

VA

RIE

S

VA

RIE

S

| OF W24x68

SYMMETRICAL ABOUT

4

1" C

L.

??? @ 50° F

DETAIL

ABUT. DIAPHRAGM

GRIND DETAIL

TYPICAL CUT &

CONSTRUCTION JOINT

TRANSVERSE DECK

REINFORCING

LONGITUDINAL

DRILLED FOR

SHAPE OF CROWN AND

HEADER CUT TO FIT

OUTSIDE OF BORDER

ALTERNATE SPLICE

4`x`• FILL { AT INTER. DIAPH.

4`x`??? FILL { AT PIER DIAPH.

_____ ABUT.

_____ ABUT.

SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


SPA. AT

NAILED TO HEADER

BEVELED 1• x 3

‡"½`x`0'-5 STUDS

PARALLEL TO LONGIT. 6b1 BARS.

NOT SHOWN. PLACE 5d HOOPS

NOTE: TRANSVERSE DECK REINFORCING"MISCELLANEOUS DATA TABLE" SHOWN ELSEWHERE ON THESE PLANS.

SETTING THE MAXIMUM AND MINIMUM ALLOWABLE FIELD HAUNCH VALUES SHOWN IN THE

AT LEAST 2• INCHES CLEAR OF THE TOP OF THE DECK. THESE REQUIREMENTS WERE USED IN

SHEAR STUDS ARE TO HAVE A MINIMUM PENETRATION OF 2 INCHES INTO THE DECK AND BE

THE MAXIMUM EMBEDMENT OF THE EDGE OF THE TOP FLANGE IN THE DECK SHALL BE • INCH.

FLANGE PLATE. REFER TO HAUNCH DETAILS SHOWN ELSEWHERE IN THESE PLANS.

* CONCRETE HAUNCH DIMENSION MEASURED BETWEEN BOTTOM OF DECK AND TOP OF TOP

SUPERSTRUCTURE NOTES:

ALL FIELD CONNECTIONS ARE TO BE BOLTED USING "HIGH TENSILE

STRENGTH BOLTS". UNLESS OTHERWISE NOTED, ALL OPEN HOLES ARE TO BE

•"½ AND ALL BOLTS ARE TO BE ‡"½.

REACTION POINTS.

FILL { THICKNESSES SHOWN ON PLANS ARE BASED ON NOMINAL GIRDER

DIMENSIONS. THESE THICKNESSES ARE TO BE VERIFIED OR ADJUSTED

DURING FABRICATION TO SECURE A CLOSE FIT. EACH FILL PLATE SHALL FIT

WITH FLANGES PERPENDICULAR TO WEBS.

TO THE NEAREST ˆ" IN THICKNESS AND SINGLE PLATES ARE REQUIRED AT

THE DESIGN DRAWINGS INDICATE AWS PREQUALIFIED WELDED JOINTS.

MAGNETIC PARTICLE INSPECTION OF WELDS, IN ACCORDANCE WITH THE

BY THE GIRDERS.

EACH FILL LOCATION. GIRDERS ARE TO BE TRULY SQUARE AT SPLICE POINTS

SURFACE.

CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING

BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.

BOTTOM FLANGES ARE TO BE PERPENDICULAR TO WEBS AT THE

ALTERNATE JOINT DETAILS MAY BE SUBMITTED FOR APPROVAL.

STANDARD SPECIFICATIONS, WILL BE REQUIRED.

SHOP WELDED FLANGE SPLICES SHALL BE A MINIMUM OF 6 INCHES FROM

A STIFFENER, 6 INCHES FROM A WEB SPLICE, AND 4 INCHES FROM A SHEAR

COMPONENTS. ALL SHOP WELDED BUTT SPLICES SHALL BE SHOWN ON THE

SHOP DRAWINGS AND SUBJECT TO APPROVAL BY THE ENGINEER.

CONNECTOR. WEB SPLICES SHALL BE A MINIMUM OF 6 INCHES FROM A

STIFFENER. SPLICES SHALL NOT INTERFERE WITH ANY OTHER BRIDGE

TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND

2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING

STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.

TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL

BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY

AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR

APPLY FOR BAR CHAIRS, HIGH BAR CHAIRS, AND DECK BOLSTERS.

DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL

THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING

FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED

7/31/2018 9:33:56 AM bkloss W:\Highway\Bridge\Standards\Bridges\EnglishStubBridges.dgn 4305A 11x17_pdf.pltcfg

45°

31"

SYMMETRICAL ABOUT

| ROADWAY

‚

‚

WT4x10.5

L4x3xŠ

WT4x10.5

‚

‚

‚

4" MIN.

4" MIN.

2" MAX.

3"

TY

PIC

AL

MUST BE TURNED OVER TO ADD SECOND ANGLE.

THIS CANNOT BE WELDED FROM ONE SIDE. CROSS FRAME

NOTE:

•" MIN.

TYPICAL

4`x`… FILL {

1"

… {

STIFFENER PLATE SIZE

INTERMEDIATE DIAPHRAGM FOR

SEE HALF SECTIONS NEAR PIER AND

‚

‚

3

EDGE OF DECK

FORMWORK

AS CLOSE AS POSSIBLE TO THE BOTTOM FLANGE OF THE GIRDER.

ADJUSTABLE, THE BASE OF THE BRACKET IS TO BE LOCATED

IF THE VERTICAL HEIGHT OF THE OVERHANG BRACKET IS

CONSTRUCTION EQUIPMENT TO BE USED.

SUBMIT TO THE ENGINEER THIS INFORMATION ON PROPOSED

SIGNIFICANTLY FROM VALUES SHOWN, THE CONTRACTOR SHALL

OF THE DIAGONAL MEMBER OF THE OVERHANG BRACKET DEVIATE

OF CONSTRUCTION. IF THE FINISHING MACHINE LOAD OR ANGLE

STRENGTH OF THE EXTERIOR GIRDER DURING CRITICAL STAGES

TO OTHER CONSTRUCTION LOADINGS, WERE USED TO CHECK THE

ASSUMED BY THE DESIGNER. THESE ASSUMPTIONS, IN ADDITION

DIAGONAL MEMBER OF THE OVERHANG BRACKET SHOWN WERE

A MAXIMUM FINISHING MACHINE LOAD AND THE ANGLE OF THE

OVERHANG BRACKET NOTES:



ALL FIELD CONNECTIONS ARE TO BE BOLTED USING "HIGH TENSILE

STRENGTH BOLTS". UNLESS OTHERWISE NOTED, ALL OPEN HOLES ARE TO BE

STRUCTURAL STEEL QUANTITIES ARE BASED ON THE INTERMEDIATE

DIAPHRAGM SHOWN ON TYPICAL CROSS SECTION ELSEWHERE IN THESE

PLANS. NO ADJUSTMENT TO QUANTITIES WILL BE MADE IF THE CONTRACTOR

USES THIS ALTERNATE INTERMEDIATE DIAPHRAGM DETAIL.

EN

GLIS

HS

TU

BB

RI

DG

ES.D

GN - 4305

A

THIS

SH

EE

T IS

SU

ED 04-07.

STANDARD SHEET 4305A

ALT. DIAPH. &`TEMP. OVERHANG`BRACKET

TEMP. OVERHANG BRACKET & ALT. INTERM. DIAPH. FOR WELDED GIRDER BRIDGES - LRFD DESIGN

ALTERNATE INTERMEDIATE DIAPHRAGM PART SECTION THRU DECK( SHOWING ONE DIAPHRAGM BETWEEN GIRDERS )

•"½ AND ALL BOLTS ARE TO BE ‡"½.

MAGNETIC PARTICLE INSPECTION OF WELDS SHALL BE IN ACCORDANCE

WITH ARTICLE 2408.03, B, OF THE STANDARD SPECIFICATIONS.

BRACKET

DECK OVERHANG

TEMPORARY

OVERHANG BRACKET DETAIL

TEMPORARY DECK

RE

VIS

ED 08-12 -

MA

GN

ETIC

PA

RTIC

LE I

NS

PE

CTI

ON

OF

WE

LD

S

NO

TE

WA

S

CH

AN

GE

D.

RE

VIS

ED 07-2018:

FI

NIS

HI

NG

MA

CHI

NE

LO

AD I

N

TE

MP

OR

AR

Y

DE

CK

OV

ER

HA

NG

BR

AC

KE

T

DE

TAIL

CH

AN

GE

D

TO 9000

LB

S. (W

AS 6000

LB

S.).

ALTERNATE INTERMEDIATE DIAPHRAGM NOTES:

LOAD 9000 LBS.

MACHINE

FINISHING



DESIGN SHEET NO.

COUNTY



x

x

STANDARD SHEET 4308

3'-0 PARABOLIC

CROWN

2 1'-5 1'-6

1'-7

LEVEL

10•

8

3'-1

40'-0 ROADWAY

EN

D 5e1

W24x68

5d1 5e1

W24x68

5d2

3

1"

SEE DETAIL B

4• 9 4•

2•" C

L.

1'-7

LEVEL

3'-1 4 GIRDER SPACES AT 9'-3 = 37'-0

(TYPICAL)

(TYPICAL)

22

5

3

9

1" x 8 x 0'-8

3ƒ" DRIP GROOVE

VA

R.

SPACED AT 2'-0

INDENTATION

L4x3xŠ

6b1

3

1"

SEE DETAIL B

2•" C

L.

5

L4x3xŠ

6b1

7a1 AT 11" |'S

MASKWALL


SEE DES. SHT.

WELDING DETAILS

STIFFENER AND


A

A

2'-0

| APPROACH ROADWAY

| APPROACH ROADWAY2'-0

3'-0 PARABOLIC

CROWN

22'-0 18'-0

(TYP.)

7 x • {

7a AT 11" |'S


RAIL SHEET.



FOR DETAILS OF RAIL

6b1 SPCG. TOP OF DECK

6b1 SPCG. BOTT. OF DECK

(TY

P.)

4•

4•

4Œ 2

…

44

3†1

……‰…

9

| BRIDGE

| BRIDGE

6b1 BARS

10•

10•

1'-3 1'-3

10•

10•

1"

CL.

1"

CL.

WT4x10.5

WT4x10.5


EN

GLIS

HS

TU

BB

RI

DG

ES.D

GN - 4308 S

TA

ND

AR

D

LR

FD

DE

SI

GN IS

SU

ED

ON 04-07.

INCLUDE THE HAUNCH.

DECK AREA DOES NOT




5j1 BARS AT 11" |'s

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



10 SPA. @ 0'-9`=`7'-6

9 SPA. @ 0'-9`=`6'-9

@ 3

2 SPA.

4"̀

@L̀

OW

?? x ?? {

(TYP.)

?? x ?? {


21-6b1 BARS


19'-0 TANGENT ON 2.0% SLOPE 15'-0 TANGENT ON 2.0% SLOPE

JOINT FILLER

•" RESILIENT

ELS

EW

HE

RE

ON

TH

ES

E

PL

AN

S." ).

CH

AN

GE

D

NO

TE

ST

ATI

NG " •" R

ESILIE

NT J

OI

NT

FIL

LE

R" (W

AS

PR

EF

OR

ME

D

EX

PA

NSI

ON J

OI

NT

FIL

LE

R).

RE

VIS

ED 07-2018:

RE

MO

VE

D

LA

ST

PA

RT

OF

NO

TE I

N

TH

E

FIR

ST

SE

NT

EN

CE

OF

TH

E "T

YP.

DE

CK

&

HA

UN

CH

DE

TAIL" (W

AS "A

S

SH

OW

N

ON

TH

E "T

HE

OR

ETIC

AL

CO

NC

RE

TE

HA

UN

CH

DI

AG

RA

M" S

HO

WN

RE

VIS

ED 08-2018:

AD

DE

D "R

EF

ER

TO

HA

UN

CH

DE

TAILS

SH

OW

N

ELS

EW

HE

RE

ON

TH

ES

E

PL

AN

S." T

O

TY

P.

DE

CK

AN

D

HA

UN

CH

DE

TAIL

NO

TE

S.



DESIGN SHEET NO.

COUNTY


TOP OF DECK

1•

2•" C

L.


REACTION POINTS.








BY THE GIRDERS.

SURFACE.




‚

8

8

8

*

BETWEEN HAUNCHES

STRAIGHT LINE


W24x68

7 CUT & GRIND

SEE DETAIL

6

EQ.

SP

A.

1" RADIUS

2

TY

P.

DETAIL B

72 ƒ" DRIP GROOVE

W24x68

(NORMAL TO GRADE)

| ABUTMENT BEARING

5d HOOPS

5e1


VA

RIE

S

VA

RIE

S

| OF W24x68

SYMMETRICAL ABOUT

4

1" C

L.

??? @ 50° F

DETAIL

ABUT. DIAPHRAGM

GRIND DETAIL

TYPICAL CUT &

CONSTRUCTION JOINT

TRANSVERSE DECK

REINFORCING

LONGITUDINAL

DRILLED FOR

SHAPE OF CROWN AND

HEADER CUT TO FIT

TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP

LOCATED AS FOLLOWS:

TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 3'-3`).

BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 3'-3`).

PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,

AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF

BAR REQUIRED FOR THE USE OF SPLICES.

OUTSIDE OF BORDER

ALTERNATE SPLICE


ALL FIELD CONNECTIONS ARE TO BE BOLTED USING "HIGH

TO BE •"½ AND ALL BOLTS ARE TO BE ‡"½.











4`x`??? FILL { AT PIER DIAPH.THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING

_____ ABUT.

_____ ABUT.



SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


SPA. AT

NAILED TO HEADER

BEVELED 1• x 3

‡"½`x`0'-5 STUDS

APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.


STRENGTH BOLTS". UNLESS OTHERWISE NOTED, ALL OPEN HOLES ARE



NOTE: TRANSVERSE DECK REINFORCING




COMPONENTS. ALL SHOP WELDED BUTT SPLICES SHALL BE SHOWN ON THE "MISCELLANEOUS DATA TABLE" SHOWN ELSEWHERE ON THESE PLANS.








x

x

STANDARD SHEET 4309

2 1'-5 1'-6

1'-7

LEVEL 3'-0 PARABOLIC

CROWN

44'-0 ROADWAY

22'-0

HALF SECTION NEAR ABUTMENT

22

5

10•

8

3'-1

2•" C

L.

4•

3'-1

1'-2

9‚

9

9

3ƒ" DRIP GROOVE

(TYPICAL)

(TYPICAL)

22'-0 1'-7

LEVEL

6b1

HALF SECTION NEAR INTERMEDIATE DIAPHRAGM4"̀

@L̀

OW

EN

D

9‚ 9‚

5e1

W24x68 W24x68

L4x3xŠ

A

A

2•" C

L.

6b1

L4x3xŠ

VA

R.

7a1 AT 9•" |'S

33

3

1"

1"

3

SEE DES. SHT.

WELDING DETAILS

STIFFENER AND


SEE DETAIL B

SEE DETAIL B

4 GIRDER SPACES AT 10'-3 = 41'-0

5d1 5d2 5e1

MASKWALL

(TYP.)

7 x • {


(TY

P.)



FOR DETAILS OF RAIL



RAIL SHEET.

SYMMETRICAL ABOUT

INDENTATION

SPACED AT 2'-0

4•

4•

4Œ 2„ …

| ROADWAY

SYMMETRICAL ABOUT

| ROADWAY

4•

9

6b1 BARS

9‚

1'-2

11 SPA. @ 0'-9•`=`8'-8•

10 SPA. @ 0'-9•`=`7'-11

WT4x10.5

WT4x10.5

1"

CL.

1"

CL.


EN

GLIS

HS

TU

BB

RI

DG

ES.D

GN - 4309

ST

AN

DA

RD

LR

FD

DE

SI

GN IS

SU

ED

ON 04-07.

INCLUDE THE HAUNCH.

DECK AREA DOES NOT




5j1 BARS AT 9•" |'s

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



@ 3

2 SPA.

1" x 8 x 0'-8

7a AT 9•" |'S

(TYP.)

?? x ?? {

?? x ?? {



23-6b1 BARS


JOINT FILLER

•" RESILIENT

ELS

EW

HE

RE

ON

TH

ES

E

PL

AN

S." ).

CH

AN

GE

D

NO

TE

ST

ATI

NG " •" R

ESILIE

NT J

OI

NT

FIL

LE

R" (W

AS

PR

EF

OR

ME

D

EX

PA

NSI

ON J

OI

NT

FIL

LE

R).

RE

VIS

ED 07-2018:

RE

MO

VE

D

LA

ST

PA

RT

OF

NO

TE I

N

TH

E

FIR

ST

SE

NT

EN

CE

OF

TH

E "T

YP.

DE

CK

&

HA

UN

CH

DE

TAIL" (W

AS "A

S

SH

OW

N

ON

TH

E "T

HE

OR

ETIC

AL

CO

NC

RE

TE

HA

UN

CH

DI

AG

RA

M" S

HO

WN

RE

VIS

ED 08-2018:

AD

DE

D "R

EF

ER

TO

HA

UN

CH

DE

TAILS

SH

OW

N

ELS

EW

HE

RE

ON

TH

ES

E

PL

AN

S." T

O

TY

P.

DE

CK

AN

D

HA

UN

CH

DE

TAIL

NO

TE

S.



DESIGN SHEET NO.

COUNTY


TOP OF DECK

1•

2•" C

L.


REACTION POINTS.








BY THE GIRDERS.

SURFACE.




‚

8

8

8

*

BETWEEN HAUNCHES

STRAIGHT LINE


W24x68

7 CUT & GRIND

SEE DETAIL

6

EQ.

SP

A.

1" RADIUS

2

TY

P.

DETAIL B

72 ƒ" DRIP GROOVE

W24x68

(NORMAL TO GRADE)

| ABUTMENT BEARING

5d HOOPS

5e1


VA

RIE

S

VA

RIE

S

| OF W24x68

SYMMETRICAL ABOUT

4

1" C

L.

??? @ 50° F

DETAIL

ABUT. DIAPHRAGM

GRIND DETAIL

TYPICAL CUT &

CONSTRUCTION JOINT

TRANSVERSE DECK

REINFORCING

LONGITUDINAL

DRILLED FOR

SHAPE OF CROWN AND

HEADER CUT TO FIT


LOCATED AS FOLLOWS:






OUTSIDE OF BORDER

ALTERNATE SPLICE















_____ ABUT.

_____ ABUT.



SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


SPA. AT

NAILED TO HEADER

BEVELED 1• x 3

‡"½`x`0'-5 STUDS


















x

x

STANDARD SHEET 4310

3'-0 PARABOLIC

CROWN

2 1'-5 1'-6

1'-7

LEVEL

10•

8

3'-1

40'-0 ROADWAY

20'-0

4"̀

@L̀

OW

EN

D 5e1

W24x68

5d1 5e1

W24x68

5d2

3

1"

SEE DETAIL B

9 4•

2•" C

L.

1'-7

LEVEL

20'-0

3'-1 4 GIRDER SPACES AT 9'-3 = 37'-0

(TYPICAL)

(TYPICAL)

22

5

3

9

1" x 8 x 0'-8

3ƒ" DRIP GROOVE

VA

R.

SPACED AT 2'-0

INDENTATION

L4x3xŠ

6b1

3

1"

SEE DETAIL B

2•" C

L.

3

L4x3xŠ

6b1 7a1 AT 11" |'S

MASKWALL


SEE DES. SHT.

WELDING DETAILS

STIFFENER AND


A

A

(TYP.)

7 x • {

7a AT 11" |'S




(TY

P.)

SYMMETRICAL ABOUT

SYMMETRICAL ABOUT

| ROADWAY

4‹

4‹

4ˆ 1‡ …

| ROADWAY

4•

RAIL SHEET.



FOR DETAILS OF RAIL

9

6b1 BARS

10•

10•

1'-3 1'-3

10•

10•


1"

CL.

1"

CL.

WT4x10.5

WT4x10.5

40' RDWY. WELDED GIRDER CROSS SECTION (SYMM. CROWN) - LRFD DESIGN

EN

GLIS

HS

TU

BB

RI

DG

ES.D

GN - 4310

ST

AN

DA

RD

LR

FD

DE

SI

GN IS

SU

ED

ON 04-07.

INCLUDE THE HAUNCH.

DECK AREA DOES NOT




5j1 BARS AT 11" |'s

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



10 SPA. @ 0'-9`=`7'-6

9 SPA. @ 0'-9`=`6'-9

@ 3

2 SPA.

(TYP.)

?? x ?? {

?? x ?? {

21-6b1 BARS



JOINT FILLER

•" RESILIENT

ELS

EW

HE

RE

ON

TH

ES

E

PL

AN

S." ).

CH

AN

GE

D

NO

TE

ST

ATI

NG " •" R

ESILIE

NT J

OI

NT

FIL

LE

R" (W

AS

PR

EF

OR

ME

D

EX

PA

NSI

ON J

OI

NT

FIL

LE

R).

RE

VIS

ED 07-2018:

RE

MO

VE

D

LA

ST

PA

RT

OF

NO

TE I

N

TH

E

FIR

ST

SE

NT

EN

CE

OF

TH

E "T

YP.

DE

CK

&

HA

UN

CH

DE

TAIL" (W

AS "A

S

SH

OW

N

ON

TH

E "T

HE

OR

ETIC

AL

CO

NC

RE

TE

HA

UN

CH

DI

AG

RA

M" S

HO

WN

RE

VIS

ED 08-2018:

AD

DE

D "R

EF

ER

TO

HA

UN

CH

DE

TAILS

SH

OW

N

ELS

EW

HE

RE

ON

TH

ES

E

PL

AN

S." T

O

TY

P.

DE

CK

AN

D

HA

UN

CH

DE

TAIL

NO

TE

S.



DESIGN SHEET NO.

COUNTY


TOP OF DECK

1•

2•" C

L.


REACTION POINTS.








BY THE GIRDERS.

SURFACE.




‚

8

8

8

*

BETWEEN HAUNCHES

STRAIGHT LINE


W24x68

7 CUT & GRIND

SEE DETAIL

6

EQ.

SP

A.

1" RADIUS

2

TY

P.

DETAIL B

72 ƒ" DRIP GROOVE

W24x68

(NORMAL TO GRADE)

| ABUTMENT BEARING

5d HOOPS

5e1


VA

RIE

S

VA

RIE

S

| OF W24x68

SYMMETRICAL ABOUT

4

1" C

L.

??? @ 50° F

DETAIL

ABUT. DIAPHRAGM

GRIND DETAIL

TYPICAL CUT &

CONSTRUCTION JOINT

TRANSVERSE DECK

REINFORCING

LONGITUDINAL

DRILLED FOR

SHAPE OF CROWN AND

HEADER CUT TO FIT


LOCATED AS FOLLOWS:






OUTSIDE OF BORDER

ALTERNATE SPLICE















_____ ABUT.

_____ ABUT.



SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


SPA. AT

NAILED TO HEADER

BEVELED 1• x 3

‡"½`x`0'-5 STUDS


















4

6

2

66

BEARING

| BEAM

| BEAM

| PIER

9

9

1'-8 1'-5

A

A

BY BEVELED 2x8

KEYWAY FORMED

AT 50° F.

1'-

3

1'-

3

1'-

7

COIL ROD

ƒ"½x1'-3

5d4

5e6

5e3

5d3

1'-0 1'-0

| PIER

1'-

3

1'-

3

1'-

7

COIL ROD

ƒ"½x1'-3

5d4

5e3

5d3

1'-0 1'-0

| PIER

5e1

5e2 5e2 5e7 5e4

PART PLAN VIEW

PART SECTION

ƒ"½x1'-3 COIL ROD

END OF DECK

FACE OF BACKWALL

1'-

5

1'-

5

1'-6

5d5

5d6

5e5

2'-0 2'-0

EXPAN. PIER FIXED PIER1'-3

1'-

7R

OA

DW

AY

| BEAMS

| ABUTMENT BEARING (VERTICAL)

1'-3

STANDARD SHEET 4542

DETAILS SEE DESIGN SHEET ???

FOR BARRIER RECESS AND PLATE

).

9

6

(BENT

COIL ROD

ƒ"½x1'-3

).

9

6

(BENT

COIL ROD

ƒ"½x1'-3

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4542 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

PVC PIPE

ABUTMENT DIAPHRAGM

END OF

PVC PIPE

3"½ PVC PIPE

6

TY

P.

6 TYP.

PART PLAN & LONGIT. SECTION - "B", "C", OR "D" BEAMS, STUB ABUT., 0° SKEW

1'-

7

7'-0 BARRIER RAIL END SECTION

GUTTERLINE

PAD (9 x 1" x ???)

NEOPRENE BEARING

CO

RR

EC

TI

ON 10-10 -

CH

AN

GE

D

CO

NC

RE

TE

SE

AL

ER

AR

TIC

LE 2403.2

1,

D

TO

AR

TIC

LE 2403.0

3,

P, 3.

RE

VIS

ED 07-2018:

AD

DE

D "

WA

SH S

UR

FA

CE

S" A

ND

LE

AD

ER

LI

NE

TO "C

ON

CR

ET

E

SE

AL

ER

LI

MIT

S" D

ET

AIL.

&

4-5e3

3

EQ.

SP

A.; 4-5e1

&

4-5e3

3

EQ.

SP

A.; 4-5e6

3

EQ.

SP

A.; 4-5e5



DESIGN SHEET NO.

COUNTY


2'-

0

5d6

5e5

5d5

5b1 & b2

5b1

6a1

| ABUTMENT BEARING

99

1'-6

5d4 5e3

5d3

5e6

5d2

| BEARINGS

| PIER99

1'-6

5d4 5e3

5d3

5e1

5d2

| PIER | BEARINGS

7'-0 END SECTION

PART LONGITUDINAL SECTION NEAR GUTTER

5b1

5b1

EXPAN. PIER FIXED PIER

TOP OF DECK

5j1

CONCRETE SEALER

LIMITS OF

2'-0

5'-0

STEPS, SIDES AND ENDS OF KEYWAYS.

JOINT FILLER AROUND BEARINGS, FACE OF

1" THICK STRIPS OF PREFORMED EXPANSION

PART PLAN

‚

| PIER

SECTION A-A

TYP.

1" MIN.

4" MIN. CL. - 6" MAX. CL.

TOP OF FIXED PIER DETAILS

(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ?? ).

JOINT FILLER.

EXPANSION

‚" PREFORMED

TYP. FOR 5e1, 5e4, 5e5, 5e6 AND 5e7

ABUTMENTS.

TO BACKFILLING BEHIND

EXPANDING FOAM PRIOR

PLUG 3"½ PVC PIPE WITH

NOTE:

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

PRESTRESSED BEAM

CONCRETE SEALER LIMITS FOR

SEE DETAIL "A"

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

SEE DESIGN SHEET ____ FOR BARRIER RAIL LAYOUT AND DETAILS

DIAPHRAGMS AS DETAILED ON THIS SHEET.

BEAM ENDS THAT ARE NOT EMBEDDED IN THE ABUTMENT

THE SEALING SHALL INCLUDE PORTIONS OF THE PRESTRESSED

WITH ARTICLE 2403.03, P, 3, OF THE STANDARD SPECIFICATIONS.

WASH SURFACES AND PRESTRESSED BEAM ENDS IN ACCORDANCE

CONCRETE SEALER SHALL BE APPLIED TO THE ABUTMENT SEAT,

7/31/2018 9:34:01 AM bkloss W:\Highway\Bridge\Standards\Bridges\EnglishStubBridges.dgn 4543 11x17_pdf.pltcfg7/31/2018 9:34:01 AM bkloss W:\Highway\Bridge\Standards\Bridges\EnglishStubBridges.dgn 4543 11x17_pdf.pltcfg

4

6

2

66

PART PLAN VIEW

PART SECTION

5e5

FACE OF BACKWALL

END OF DECK

ƒ"½x1'-3 COIL ROD

5d5 5d6

AT 50° F.

1'-6

STANDARD SHEET 4543

1'-

7 5e2 5e7

COIL ROD

ƒ"½x1'-3

5e3

5d3

5d4

| PIER

2'-2

5e6

1'-

3

1'-

3

1'-

7 5e2

COIL ROD

ƒ"½x1'-3

5e3

5d3

5d4

| PIER

2'-2

1'-

3

1'-

3

5e1

RO

AD

WA

Y

1'-

7

1'-1 1'-1 1'-1 1'-1

1'-

5

1'-

5


| BEAMS

1'-3


5e4

PART PLAN & LONGIT. SECTION - "B", "C", OR "D" BEAMS, STUB ABUT., 0°01' - 7°30' SKEW L. A.

BEARING

| BEAM

| BEAM

| PIER

9

9

1'-8 1'-5

A

A

1'-3



).

9

6

(BENT

COIL ROD

ƒ"½x1'-3

).

9

6

(BENT

COIL ROD

ƒ"½x1'-3

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4543 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

PVC PIPE

PVC PIPE

ABUTMENT DIAPHRAGM

END OF

3"½ PVC PIPE

6

TY

P.

6 TYP.

1'-

7


GUTTERLINE

PAD (9 x 1" x ???)

NEOPRENE BEARING

CO

RR

EC

TI

ON 10-10 -

CH

AN

GE

D

CO

NC

RE

TE

SE

AL

ER

AR

TIC

LE 2403.2

1,

D

TO

AR

TIC

LE 2403.0

3,

P, 3.

RE

VIS

ED 07-2018:

AD

DE

D "

WA

SH S

UR

FA

CE

S" A

ND

LE

AD

ER

LI

NE

TO "C

ON

CR

ET

E

SE

AL

ER

LI

MIT

S" D

ET

AIL.

4-5e5

3

EQ.

SP

A.

4-5e6

&

4-5e3

3

EQ.

SP

A.

BY BEVELED 2x8.

KEYWAY FORMED

4-5e1

&

4-5e3

3

EQ.

SP

A.



DESIGN SHEET NO.

COUNTY


2'-

0

5d6

5e5

5d5

5b1 & b2

5b1

6a1

| ABUTMENT BEARING

99

1'-6

5d4 5e3

5d3

5e6

5d2

| BEARINGS

| PIER99

1'-6

5d4 5e3

5d3

5e1

5d2

| PIER | BEARINGS

7'-0 END SECTION


5b1

5b1


TOP OF DECK

5j1

CONCRETE SEALER

LIMITS OF

2'-0

5'-0




PART PLAN

‚

| PIER

SECTION A-A

TYP.

1" MIN.




JOINT FILLER.

EXPANSION

‚" PREFORMED


ABUTMENTS.




NOTE:

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

PRESTRESSED BEAM


SEE DETAIL "A"

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO










DESIGN SHEET NO.

COUNTY



4

6

2

66

PART PLAN VIEW

PART SECTION

5e5

FACE OF BACKWALL

END OF DECK

ƒ"½x1'-3 COIL ROD

5d5 5d6

1'-6

AT 50° F.

1'-

5

1'-

5

STANDARD SHEET 4544

1'-

7 5e2 5e7

COIL ROD

ƒ"½x1'-3

5e3

5d3

5d4

2'-6

| PIER

1'-

7 5e2

COIL ROD

ƒ"½x1'-3

5e3

5d3

5d4

5e1

2'-6

| PIER

1'-3

1'-

3

1'-

3

1'-

3

1'-

3

5e6

EXPAN. PIER

RO

AD

WA

Y

1'-

7

5e4


| BEAMS

FIXED PIER

PART PLAN & LONGIT. SECTION - "B", "C", OR "D" BEAMS, STUB ABUT., 7°31' - 15° SKEW L. A.

BEARING

| BEAM

| BEAM

| PIER

9

9

1'-8 1'-5

A

A 1'-3

3

EQ.

SP

A.

3

EQ.

SP

A.

3

EQ.

SP

A.



).

9

6

(BENT

COIL ROD

ƒ"½x1'-3

).

9

6

(BENT

COIL ROD

ƒ"½x1'-3

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4544 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

PVC PIPE

PVC PIPE

ABUTMENT DIAPHRAGM

END OF

3"½ PVC PIPE

6

TY

P.

6 TYP.

1'-

7


GUTTERLINE

PAD (9 x 1" x ???)

NEOPRENE BEARING

CO

RR

EC

TI

ON 10-10 -

CH

AN

GE

D

CO

NC

RE

TE

SE

AL

ER

AR

TIC

LE 2403.2

1,

D

TO

AR

TIC

LE 2403.0

3,

P, 3.

RE

VIS

ED 07-2018:

AD

DE

D "

WA

SH S

UR

FA

CE

S" A

ND

LE

AD

ER

LI

NE

TO "C

ON

CR

ET

E

SE

AL

ER

LI

MIT

S" D

ET

AIL.

BY BEVELED 2x8.

KEYWAY FORMED

4-5e1

&

4-5e3

4-5e3

&

4-5e6

4-5e5



DESIGN SHEET NO.

COUNTY


2'-

0

5d6

5e5

5d5

5b1 & b2

5b1

6a1

| ABUTMENT BEARING

99

1'-6

5d4 5e3

5d3

5e6

5d2

| BEARINGS

| PIER99

1'-6

5d4 5e3

5d3

5e1

5d2

| PIER | BEARINGS

7'-0 END SECTION


5b1

5b1


TOP OF DECK

5j1

CONCRETE SEALER

LIMITS OF

2'-0

5'-0




PART PLAN

‚

| PIER

SECTION A-A

TYP.

1" MIN.




JOINT FILLER.

EXPANSION

‚" PREFORMED


ABUTMENTS.




NOTE:

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

PRESTRESSED BEAM


SEE DETAIL "A"

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO









4

6

2

66

PART PLAN VIEW

PART SECTION

5e5

AT 50° F.

1'-6

FACE OF BACKWALL

END OF DECK

ƒ"½x1'-3 COIL ROD

5d5

5d6

2'-

0

2'-

0

2'-

0

2'-

0

1'-

7

| PIER

5e2 5e7

COIL ROD

ƒ"½x1'-3

5e3

5e6

5d3

5d4

2'-

0

2'-

0

1'-

7

| PIER

5e2

COIL ROD

ƒ"½x1'-3

5e3

5d3

5d4

5e1

STANDARD SHEET 4545

1'-3

5e4

2'-8

2'-8

RO

AD

WA

Y1'-

7

FIXED PIEREXPAN. PIER

| ABUTMENT BEARING

(VERTICAL)

| BEAMS

| BEAM

PART PLAN & LONGIT. SECTION - "B", "C", OR "D" BEAMS, STUB ABUT., 15°01' - 30° SKEW L.A.

BEARING

| BEAM

| BEAM

| PIER

1'-8

1'-5

A

A

9"

9"

1'-3



).

9

6

(BENT

COIL ROD

ƒ"½x1'-3

).6 9

(BENT

COIL ROD

ƒ"½x1'-3

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4545 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

PVC PIPE

PVC PIPEABUTMENT DIAPHRAGM

END OF

3"½ PVC PIPE

6

TY

P.

6 TYP.

1'-

7


GUTTERLINE

CO

RR

EC

TI

ON 10-10 -

CH

AN

GE

D

CO

NC

RE

TE

SE

AL

ER

AR

TIC

LE 2403.2

1,

D

TO

AR

TIC

LE 2403.0

3,

P, 3.

PAD (9 x 1" x ???)

NEOPRENE BEARING

RE

VIS

ED 07-2018:

AD

DE

D "

WA

SH S

UR

FA

CE

S" A

ND

LE

AD

ER

LI

NE

TO "C

ON

CR

ET

E

SE

AL

ER

LI

MIT

S" D

ET

AIL.

BY BEVELED 2x8.

KEYWAY FORMED

4-5e3

& 4-5e6

3 E

Q. SP

A.

4-5e1 & 4-5e3

3 E

Q. SP

A.

4-5e5

3 E

Q. SP

A.



DESIGN SHEET NO.

COUNTY


2'-

0

5d6

5e5

5d5

5b1 & b2

5b1

6a1

| ABUTMENT BEARING

99

1'-6

5d4 5e3

5d3

5e6

5d2

| BEARINGS

| PIER99

1'-6

5d4 5e3

5d3

5e1

5d2

| PIER | BEARINGS

7'-0 END SECTION


5b1

5b1


TOP OF DECK

5j1

CONCRETE SEALER

LIMITS OF

2'-0

5'-0




PART PLAN

‚

| PIER

SECTION A-A

TYP.

1" MIN.




JOINT FILLER.

EXPANSION

‚" PREFORMED


ABUTMENTS.




NOTE:

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

PRESTRESSED BEAM


SEE DETAIL "A"

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO









4

6

2

66

PART PLAN VIEW

| PIER

BEARINGS

| BEAM

| BEAM

PART SECTION

AT 50° F.

FACE OF BACKWALL

END OF DECK

ƒ"½x1'-3 COIL ROD 5d5

5d6

5e5

1'-

5

1'-6

1'-

5

STANDARD SHEET 4546

1'-

7 5e2

COIL ROD

ƒ"½x1'-3

5e3

5d3

5d4

5e7

5e6

2'-2

| PIER

1'-

3

1'-

3

1'-

7 5e2

COIL ROD

ƒ"½x1'-3

5e3

5d3

5d4

2'-2

| PIER

1'-

3

1'-

3

5e1

1'-1 1'-1 1'-1 1'-1

EXPAN. PIER FIXED PIER | ABUTMENT BEARING (VERTICAL)

1'-3

RO

AD

WA

Y1'-

7

5e4

9

9

1'-8 1'-5

| BEAMS

A

A

PART PLAN & LONGIT. SECTION - "B", "C", OR "D" BEAMS, STUB ABUT., 0°01' - 7°30' SKEW R.A.

1'-3



).

9

6

(BENT

COIL ROD

ƒ"½x1'-3

).

9

6

(BENT

COIL ROD

ƒ"½x1'-3

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4546 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

ABUTMENT DIAPHRAGM

END OF

BOTH WINGS

PVC PIPE

3"½ PVC PIPE

6 TYP.

6

TY

P.

1'-

7

GUTTERLINE


PAD (9 x 1" x ???)

NEOPRENE BEARING

CO

RR

EC

TI

ON 10-10 -

CH

AN

GE

D

CO

NC

RE

TE

SE

AL

ER

AR

TIC

LE 2403.2

1,

D

TO

AR

TIC

LE 2403.0

3,

P, 3.

RE

VIS

ED 07-2018:

AD

DE

D "

WA

SH S

UR

FA

CE

S" A

ND

LE

AD

ER

LI

NE

TO "C

ON

CR

ET

E

SE

AL

ER

LI

MIT

S" D

ET

AIL.

BY BEVELED 2x8.

KEYWAY FORMED

4-5e5

3

EQ. S

PA.

4-5e3

&

4-5e6

3

EQ. S

PA.

4-5e1

&

4-5e3

3

EQ. S

PA.



DESIGN SHEET NO.

COUNTY


2'-

0

5d6

5e5

5d5

5b1 & b2

5b1

6a1

| ABUTMENT BEARING

99

1'-6

5d4 5e3

5d3

5e6

5d2

| BEARINGS

| PIER99

1'-6

5d4 5e3

5d3

5e1

5d2

| PIER | BEARINGS

7'-0 END SECTION


5b1

5b1


TOP OF DECK

5j1

CONCRETE SEALER

LIMITS OF

2'-0

5'-0




PART PLAN

‚

| PIER

SECTION A-A

TYP.

1" MIN.




JOINT FILLER.

EXPANSION

‚" PREFORMED


ABUTMENTS.




NOTE:

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

PRESTRESSED BEAM


SEE DETAIL "A"

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO









4

6

2

66

PART PLAN VIEW

PART SECTION

AT 50° F.

FACE OF BACKWALL

END OF DECK

ƒ"½x1'-3 COIL ROD

5d5

5d6

5e5 1'-6

1'-

5

1'-

5

STANDARD SHEET 4547

1'-

7 5e2

COIL ROD

ƒ"½x1'-3

5e3

5d3

5d4

5e7

| PIER

5e6

1'-

7 5e2

COIL ROD

ƒ"½x1'-3

5e3

5d3

5d4

| PIER

5e1

2'-6

2'-6

EXPAN. PIER

FIXED PIER

5e4

1'-

3

1'-

3

1'-

3

1'-

3

1'-3


1'-

7R

OA

DW

AY

| BEAMS

| BEAM

PART PLAN & LONGIT. SECTION - "B", "C", OR "D" BEAMS, STUB ABUT., 7°31' - 15° SKEW R.A.

1'-3

BEARING

| BEAM

| BEAM

| PIER

A

A

9

9

1'-8 1'-5



).

9

6

(BENT

COIL ROD

ƒ"½x1'-3

).

9

6

(BENT

COIL ROD

ƒ"½x1'-3

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4547 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

ABUTMENT DIAPHRAGM

END OF

BOTH WINGS

PVC PIPE

3"½ PVC PIPE

6 TYP.

6

TY

P.

1'-

7


GUTTERLINE

PAD (9 x 1" x ???)

NEOPRENE BEARING

CO

RR

EC

TI

ON 10-10 -

CH

AN

GE

D

CO

NC

RE

TE

SE

AL

ER

AR

TIC

LE 2403.2

1,

D

TO

AR

TIC

LE 2403.0

3,

P, 3.

RE

VIS

ED 07-2018:

AD

DE

D "

WA

SH S

UR

FA

CE

S" A

ND

LE

AD

ER

LI

NE

TO "C

ON

CR

ET

E

SE

AL

ER

LI

MIT

S" D

ET

AIL.

BY BEVELED 2x8.

KEYWAY FORMED

4-5e1

&

4-5e3

3

EQ. S

PA.

4-5e3

&

4-5e6

3

EQ. S

PA.

4-5e5

3

EQ. S

PA.



DESIGN SHEET NO.

COUNTY


2'-

0

5d6

5e5

5d5

5b1 & b2

5b1

6a1

| ABUTMENT BEARING

99

1'-6

5d4 5e3

5d3

5e6

5d2

| BEARINGS

| PIER99

1'-6

5d4 5e3

5d3

5e1

5d2

| PIER | BEARINGS

7'-0 END SECTION


5b1

5b1


TOP OF DECK

5j1

CONCRETE SEALER

LIMITS OF

2'-0

5'-0




PART PLAN

‚

| PIER

SECTION A-A

TYP.

1" MIN.




JOINT FILLER.

EXPANSION

‚" PREFORMED


ABUTMENTS.




NOTE:

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

PRESTRESSED BEAM


SEE DETAIL "A"

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO









4

6

2

66

PART PLAN VIEW

PART SECTION

AT 50° F.

FACE OF BACKWALL

END OF DECK

ƒ"½x1'-3 COIL ROD

1'-6

5d5

5d6

2'-

0

2'-

0

5e5

2'-

0

1'-

7 5e2

COIL ROD

ƒ"½x1'-3

5e3

5d3

5d4

2'-

0

5e7

| PIER

2'-8

2'-

0

1'-

7 5e2

COIL ROD

ƒ"½x1'-3

5e3

5d3

5d4

5e1

2'-

0

| PIER

2'-8

5e6

STANDARD SHEET 4548

EXPAN. PIER FIXED PIER1'-3

(VERTICAL)

| ABUTMENT BEARING

5e4

1'-

7R

OA

DW

AY

| BEAMS

| BEAM

PART PLAN & LONGIT. SECTION - "B", "C", OR "D" BEAMS, STUB ABUT., 15°01' - 30° SKEW R.A.

1'-3

BEARING

| BEAM

| BEAM

| PIER

A

A

9

9

1'-8

1'-5



).

9

6

(BENT

COIL ROD

ƒ"½x1'-3

).6 9

(BENT

COIL ROD

ƒ"½x1'-3

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4548 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

6

ABUTMENT DIAPHRAGM

END OF

BOTH WINGS

PVC PIPE

3"½ PVC PIPE

6 TYP.

TY

P.

1'-

7


GUTTERLINE

PAD (9 x 1" x ???)

NEOPRENE BEARING

CO

RR

EC

TI

ON 10-10 -

CH

AN

GE

D

CO

NC

RE

TE

SE

AL

ER

AR

TIC

LE 2403.2

1,

D

TO

AR

TIC

LE 2403.0

3,

P, 3.

RE

VIS

ED 07-2018:

AD

DE

D "

WA

SH S

UR

FA

CE

S" A

ND

LE

AD

ER

LI

NE

TO "C

ON

CR

ET

E

SE

AL

ER

LI

MIT

S" D

ET

AIL.

4-5e1 & 4-5e3

3 E

Q. S

PA.

4-5e3

& 4-5e6

3 E

Q. S

PA.

4-5e5

3 E

Q. S

PA.

BY BEVELED 2x8.

KEYWAY FORMED



DESIGN SHEET NO.

COUNTY


2'-

0

5d6

5e5

5d5

5b1 & b2

5b1

6a1

| ABUTMENT BEARING

99

1'-6

5d4 5e3

5d3

5e6

5d2

| BEARINGS

| PIER99

1'-6

5d4 5e3

5d3

5e1

5d2

| PIER | BEARINGS

7'-0 END SECTION


5b1

5b1


TOP OF DECK

5j1

CONCRETE SEALER

LIMITS OF

2'-0

5'-0




PART PLAN

‚

| PIER

SECTION A-A

TYP.

1" MIN.




JOINT FILLER.

EXPANSION

‚" PREFORMED


ABUTMENTS.




NOTE:

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

PRESTRESSED BEAM


SEE DETAIL "A"

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO









1'-8

1'-6

1'-8 1'-8

1'-6

1'-8

1'-6

2'-7

2'-9

STANDARD SHEET 4549STUB ABUT. B, C, & D BEAMS - BAR LIST & SUPER. DETAILS - 0° SKEW

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4549 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

3'-6

RE

VIS

ED 07-2015 -

CH

AN

GE

D

CO

NC

RE

TE

PL

AC

EM

EN

T

NO

TE

TO

AC

CO

UN

T

FO

R

TH

E

PO

SSIB

LE

AD

DITI

ON

OF

A

RE

TA

RDI

NG

AD

MI

XT

UR

E

TO

TH

E

CO

NC

RE

TE.



DESIGN SHEET NO.

COUNTY


SHAPE NO. LENGTH WEIGHTBAR LOCATION

DECK TRANSV. TOP & BOTT.6a1

REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)

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

BENT BAR DETAILS

5e6

5d1

5d2

5d3

5d4

PIER DIAPH. ENDS

PIER DIAPH. LONGIT.

PIER DIAPH. LONGIT.

PIER DIAPH. LONGIT.

5e1

5e2

5e3

5e4

5e7

PIER DIAPH. TIES ENDS

PIER DIAPH. HOOPS ENDS

PIER DIAPH. TIES

PIER DIAPH. HOOPS

6 6

1'-2

6 6

5e1

5e4

6 6

5e3

LOCATION

TOTAL (CU. YDS.)

SECTION 1, DECK & ABUT. DIAPH.

SECTION 2, DECK

5e5

5d6

5d5

b2

5b1

ABUT. DIAPH. LONGIT.


ABUT. DIAPH. HOOPS

DECK LONGIT. TOP & BOTT.

D=2• D=2• D=2•

D=2•D=2•

6•

5e5

5e2 5d1

5e6

5e7

EXPAN. PIER DIAPH. HOOPS

EXPAN. PIER DIAPH. HOOPS ENDS

DECK LONGIT. TOP AT PIERS

6'-8

2'-

3

QUANTITY5j1 DECK TRANSV. TOP (AT RAIL) 6'-3

TOP OF DECK

CONSTRUCTION JOINT

1•

2•" C

L.


SECTION 4, DECK & PIER DIAPH.


LONGITUDINAL REINFORCING

OF CROWN AND DRILLED FOR

HEADER CUT TO FIT SHAPE

1" C

L.

NAILED TO HEADER

BEVELED 1•`x`3

EP

OX

Y

CO

AT

ED

REI

NF

OR

CI

NG

CONCRETE PLACEMENT DIAGRAM

PERMISSIBLE TRANSVERSE DECK

REINFORCING BAR LIST - BRIDGE DECK


DECK, ABUT. &`DIAPH. QUANTITIES



NOTE:

PLASTICITY OF THE CONCRETE DECK DURING PLACEMENT.

ENGINEER SHALL DETERMINE IF A RETARDING ADMIXTURE IS REQUIRED TO MAINTAIN

ACCOMPLISH THE REQUIRED RESULTS. FOR APPROVED ALTERNATE PROCEDURES THE

THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO

APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE

ALTERNATE PROCEDURES FOR PLACING DECK CONCRETE MAY BE SUBMITTED FOR

NOTE: CONCRETE DECK SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED.

11"


STANDARD SHEET 4550STUB ABUT. B, C, & D BEAMS - BAR LIST & SUPER. DETAILS - 0°01' - 7°30' SKEW

1'-10

1'-6

1'-10 1'-10

1'-6

1'-10

1'-6

2'-7

2'-11

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4550 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

3'-8

RE

VIS

ED 07-2015 -

CH

AN

GE

D

CO

NC

RE

TE

PL

AC

EM

EN

T

NO

TE

TO

AC

CO

UN

T

FO

R

TH

E

PO

SSIB

LE

AD

DITI

ON

OF

A

RE

TA

RDI

NG

AD

MI

XT

UR

E

TO

TH

E

CO

NC

RE

TE.



DESIGN SHEET NO.

COUNTY






BENT BAR DETAILS

5e6

5d1

5d2

5d3

5d4

PIER DIAPH. ENDS

PIER DIAPH. LONGIT.

PIER DIAPH. LONGIT.

PIER DIAPH. LONGIT.

5e1

5e2

5e3

5e4

5e7



PIER DIAPH. TIES

PIER DIAPH. HOOPS

6 6

1'-2

6 6

5e1

5e4

6 6

5e3

LOCATION

TOTAL (CU. YDS.)


SECTION 2, DECK

5e5

5d6

5d5

b2

5b1



ABUT. DIAPH. HOOPS


D=2• D=2• D=2•

D=2•D=2•

6•

5e5

5e2 5d1

5e6

5e7




6'-8

2'-

3


TOP OF DECK

CONSTRUCTION JOINT

1•

2•" C

L.







1" C

L.

NAILED TO HEADER

BEVELED 1•`x`3

EP

OX

Y

CO

AT

ED

REI

NF

OR

CI

NG








NOTE:








11"


STANDARD SHEET 4551STUB ABUT. B, C, & D BEAMS - BAR LIST & SUPER. DETAILS - 7°31' - 15° SKEW

2'-2

1'-10

2'-2

1'-10

2'-2

1'-10

1'-10 1'-10

D=2•

5d4

3'-3

2'-11

6a2 DECK TRANSV. TOP ENDS

6a3 DECK TRANSV. BOTT. ENDS

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4551 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

RE

VIS

ED 07-2015 -

CH

AN

GE

D

CO

NC

RE

TE

PL

AC

EM

EN

T

NO

TE

TO

AC

CO

UN

T

FO

R

TH

E

PO

SSIB

LE

AD

DITI

ON

OF

A

RE

TA

RDI

NG

AD

MI

XT

UR

E

TO

TH

E

CO

NC

RE

TE.



DESIGN SHEET NO.

COUNTY






BENT BAR DETAILS

5e6

5d1

5d2

5d3

5d4

PIER DIAPH. ENDS

PIER DIAPH. LONGIT.

PIER DIAPH. LONGIT.

PIER DIAPH. LONGIT.

5e1

5e2

5e3

5e4

5e7



PIER DIAPH. TIES

PIER DIAPH. HOOPS

6 6

1'-2

6 6

5e1

5e4

6 6

5e3

LOCATION

TOTAL (CU. YDS.)


SECTION 2, DECK

5e5

5d6

5d5

b2

5b1



ABUT. DIAPH. HOOPS


D=2• D=2• D=2•

D=2•D=2•

6•

5e5

5e2 5d1

5e6

5e7




6'-8

2'-

3


TOP OF DECK

CONSTRUCTION JOINT

1•

2•" C

L.







1" C

L.

NAILED TO HEADER

BEVELED 1•`x`3

EP

OX

Y

CO

AT

ED

REI

NF

OR

CI

NG








NOTE:








11"


1'-10 1'-10

D=2•

5d4

6a2 DECK TRANSV. TOP ENDS

6a3 DECK TRANSV. BOTT. ENDS

STANDARD SHEET 4552STUB ABUT. B, C, & D BEAMS - BAR LIST & SUPER. DETAILS - 15°01' - 30° SKEW

3'-5

2'-4 2'-4

2'-4

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4552 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88.

RE

VIS

ED 07-2015 -

CH

AN

GE

D

CO

NC

RE

TE

PL

AC

EM

EN

T

NO

TE

TO

AC

CO

UN

T

FO

R

TH

E

PO

SSIB

LE

AD

DITI

ON

OF

A

RE

TA

RDI

NG

AD

MI

XT

UR

E

TO

TH

E

CO

NC

RE

TE.



DESIGN SHEET NO.

COUNTY






BENT BAR DETAILS

5e6

5d1

5d2

5d3

5d4

PIER DIAPH. ENDS

PIER DIAPH. LONGIT.

PIER DIAPH. LONGIT.

PIER DIAPH. LONGIT.

5e1

5e2

5e3

5e4

5e7



PIER DIAPH. TIES

PIER DIAPH. HOOPS

6 6

1'-2

6 6

5e1

5e4

6 6

5e3

LOCATION

TOTAL (CU. YDS.)


SECTION 2, DECK

5e5

5d6

5d5

b2

5b1



ABUT. DIAPH. HOOPS


D=2• D=2• D=2•

D=2•D=2•

6•

5e5

5e2 5d1

5e6

5e7




6'-8

2'-

3


TOP OF DECK

CONSTRUCTION JOINT

1•

2•" C

L.







1" C

L.

NAILED TO HEADER

BEVELED 1•`x`3

EP

OX

Y

CO

AT

ED

REI

NF

OR

CI

NG








NOTE:








11"


1'-8


DECK TRANSV. TOP & BOTT.



BENT BAR DETAILS

5d1

5d2

5e1

6 6

LOCATION

TOTAL (CU. YDS.)

D=2•

QUANTITY5j1 DECK TRANSV. TOP (AT RAIL)

EP

OX

Y

CO

AT

ED

REI

NF

OR

CI

NG


SECTION 3, DECK

SECTION 4, DECK

SECTION 5, DECK

5d1

5d2

6'-10

ABUT. DIAPH. HOOPS

ABUT. DIAPH. HOOPS


7a1


EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4553 -

THIS

SH

EE

T IS

SU

ED 11-10.

STUB ABUT. WELDED GIRDER - BAR LIST & SUPER. DETAILS STANDARD SHEET 4553



ON THE SUMMERY QUANTITIES SHEET.


NOTE:

6b1 DECK LONGIT. TOP & BOTT.

TOP OF DECK

CONSTRUCTION JOINT

1•

2•" C

L.




1" C

L.

NAILED TO HEADER

BEVELED 1•`x`3




RE

VIS

ED 07-2015 -

CH

AN

GE

D

CO

NC

RE

TE

PL

AC

EM

EN

T

NO

TE

TO

AC

CO

UN

T

FO

R

TH

E

PO

SSIB

LE

AD

DITI

ON

OF

A

RE

TA

RDI

NG

AD

MI

XT

UR

E

TO

TH

E

CO

NC

RE

TE.










DESIGN SHEET NO.

COUNTY



??

8ƒ

LEVEL

1'-7

810‚

9

‚‚

7•

88

‚3•

MI

N.

1'-

0

GROOVE

ƒ" DRIP 3

1"

1•

2

2 5 5b1 BARS

5d1

5e2

5e4

5e3 5e1

1'-7

5d3 & 5d4

5d2

5b1

b2 SPACING

TOP OF DECK

1'-1• 1'-1•

8ƒ

10•

8

8 4

2 1'-5 1'-6 8 8 10 10

1'-1• 1'-1•

15 - 5b1 BARS

TYPICAL 5b1 SPACING

TYPICAL 5b1 SPACING

( TOP OF DECK )

( BOTTOM OF DECK )

6a @ 10" |'S

4 BEAM SPACES @ 6'-9 = 27'-0

| ROADWAY

SYMMETRICAL ABOUT

30'-0 ROADWAY

1'-7

LEVEL

15'-0

3'-0 PARABOLIC

CROWN


5b1

5d1

5e2

5e3

HALF SECTION NEAR FIXED PIER

PART SECTION NEAR EXPANSION PIER

5d2

5e6

5d3 & 5d4

5e7

1"

CL.

5e5 5d5 & 5d6

2'-

0

FILLETS BETWEEN BEAMS.

STRAIGHT LINE BETWEEN TOP OF

1'-7

12'-0 TANGENT ON 2.0 % SLOPE

3‚

3‚

2‡ 1‚ …

b2

MASKWALL

VA

R.

1" x 8 x 0'-8

INDENTATION

SPACED @ 2'-0

FILLER.

FILL WITH MORTAR

6

2•" C

L.

ROD ( BENT ) .

ƒ"½ x 1'-3 COIL

SHEET.

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

COIL ROD

ƒ"½ x 1'-3

COIL ROD

ƒ"½ x 1'-3

COIL ROD

ƒ"½ x 1'-3ROD ( BENT ) .

ƒ"½ x 1'-3 COIL

• INCH HAUNCH.

INCLUDE THE NOMINAL

DECK AREA DOES NOT


10

ƒ"

NOTE : FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ??.

STANDARD SHEET 4556

3'-1ƒ



5j1 BARS AT 10" |'s

3'-1ƒ BECOMES 3'-1.

FACES. DIMENSION

FOOTING & BACKWALL

BEAMS TO ALIGN

REDRAW FOR 'B'

30' RDWY. PPCB ( B, C & D BEAMS - STUB ABUT. ) CROSS SECTION - LRFD DESIGN

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4556 -

THIS

SH

EE

T IS

SU

ED 11-06. L

RF

D

DE

SI

GN

ED

DE

CK.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



6`SPA.`@`0'-9`=`4'-6

5`SPA.`@`0'-9=3'-9

6 SPA. @ 0'-9=4'-6

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TITIE

S

SH

EE

T

FO

R

TH

E

DR

AI

N

WEI

GH

T. N

OT

E

AB

OU

T

CH

OIC

E

OF

EP

OX

Y

OR

ST

AI

NL

ES

S

ST

EE

L

DE

CK

TO

BA

RRIE

R

RAIL

BA

RS.

•" RESILIENT

JOINT

RE

VIS

ED 07-2018:

CH

AN

GE

D

NO

TE

ST

ATI

NG " •" R

ESILIE

NT J

OI

NT

FIL

LE

R" (W

AS

PR

EF

OR

ME

D

EX

PA

NSI

ON J

OI

NT

FIL

LE

R).



DESIGN SHEET NO.

COUNTY


9

9

9

*

TOP OF DECK

BETWEEN HAUNCHES

STRAIGHT LINE

MI

N.

MA

X.

*

TOP OF DECK

SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


5

5

5

5

6

6

6

7

7

7

8

8

8

8

8

34'-2

38'-4

42'-6

46'-8

50'-10

55'-0

59'-2

63'-4

67'-6

71'-8

75'-10

80'-0

35'-0

40'-0

45'-0

50'-0

55'-0

60'-0

65'-0

70'-0

75'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

ADJACENT SPAN

LONGEST

BEAM SIZE

BAR

OF ' b2 ' BAR

TABLE OF SIZE

PLACED AT THE | OF PIER.

THE MIDPOINT OF THE 'b2' BAR IS TO BE

SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {

FOR NAILING TO FORMS

HOLES IN EACH OUTSTANDING LEG

BOTH SIDES OF DRAIN WITH 2`-`‚"½

L1‚`x`1‚`x`„`x`0'-4 WELDED TO

TUBE WITH ‚" WALL THICKNESS

4`x`8 OUTSIDE DIMENSION ROLLED

‚" STEEL PLATE ( WELDED`) OR

DATA FOR ONE DRAIND

120

6'-2ƒ5'-5ƒ

106

CB

96

4'-11ƒLENGTH FT.

WT. LBS.

BEAM SIZE

HAUNCH DETAIL

TYPICAL DECK AND

SHEET NO. ____.

"DECK THICKNESS DETAILS" ON DESIGN

* FOR DECK THICKNESS OVER BEAMS SEE

INTERIOR BEAMS

EXTERIOR BEAMS

DRAIN DETAILS

CONCRETE AT DRAIN

1" DEPRESSION IN DECK

STRAIGHT LINE BETWEEN HAUNCHES

STEEL". WEIGHT IS BASED ON ROLLED TUBE.

WEIGHT OF DRAINS IS INCLUDED IN THE QUANTITY FOR "STRUCTURAL

"SITUATION PLAN" ON DESIGN SHEET ____ FOR LOCATION.

DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED. SEE

NOTE:

R=1'-0

STRAIGHT LINE

B & C D

REQUIRED FOR THE USE OF SPLICES.

NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF BAR

PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES, AND



LOCATED AS FOLLOWS:


BAR CHAIRS, HIGH BAR CHAIRS, AND DECK BOLSTERS.

BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL APPLY FOR

TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR DECK

CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY AND

BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL BAR

TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK. TOP AND

CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING STEEL IS

TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND 2•"

ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.

ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE AND

SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.

CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING BAR

PRESTRESSED CONCRETE BEAMS.

FORMS FOR THE DECK AND BARRIER RAIL ARE TO BE SUPPORTED BY THE

ALL BEAMS ARE TO BE SET VERTICAL.

INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".

COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO BE

MONOLITHICALLY WITH THE BRIDGE DECK.

THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED

THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING SURFACE.



??

5 5b1 BARS

2

3'-1ƒ 1'-7

4 8

2'-0

5'-8‹ 1'-8…2

40'-0 ROADWAY

18'-022'-0

LEVEL

1'-7

LEVEL

1'-7 19'-0 TANGENT ON 2.0% SLOPE 15'-0 TANGENT ON 2.0% SLOPE

CROWN

3'-0 PARABOLIC

CROWN

3'-0 PARABOLIC

8ƒ

VA

R.

10•

1'-51'-61'-0‡1'-0• 7 SPA. @ 0'-9 = 5'-32

5 BEAM SPACES @ 7'-4Ž(-) = 37'-0

ƒ"

6 SPA. @ 0'-9 = 4'-6

7 SPA. @ 0'-9 = 5'-3

17-5b1 BARS

1'-0‡ 1'-0‡

1'-7

8ƒ

LEVEL

1'-7

810‚

9

‚‚

7•

88

‚3•

MI

N.

1'-

0

GROOVE

ƒ" DRIP 3

1"

1•

STANDARD SHEET 4559

1'-5 1'-6

( BOTTOM OF DECK )

8

1" x 8 x 0'-8

INDENTATION

SPACED @ 2'-0

8

5d1

5e4


9…

„ …

4•

4•

4Œ 2Ž

1Ž

3† 4 4

• INCH HAUNCH.

INCLUDE THE NOMINAL

DECK AREA DOES NOT


10




FACES. DIMENSION

FOOTING & BACKWALL

BEAMS TO ALIGN

REDRAW FOR 'B'

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4559 -

THIS

SH

EE

T IS

SU

ED 11-06. L

RF

D

DE

SI

GN

ED

DE

CK.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



1"

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TITIE

S

SH

EE

T

FO

R

TH

E

DR

AI

N

WEI

GH

T. N

OT

E

AB

OU

T

CH

OIC

E

OF

EP

OX

Y

OR

ST

AI

NL

ES

S

ST

EE

L

DE

CK

TO

BA

RRIE

R

RAIL

BA

RS.

5d3 & 5d4 5e1 5e3

COIL ROD

ƒ" ½ x 1'-3

5d5 & 5d6

COIL ROD

ƒ" ½ x 1'-3

5e5

2'-

0

FILL WITH MORTAR

MASKWALL



5j1 BARS AT 10" |'s

5b1

6a @ 10" |'S

| BRIDGE

ROADWAY

| APPROACH

2•"

CL.

5d2

1"

CL.

…

ROD ( BENT ) .

ƒ" ½ x 1'-3 COIL

SHEET.

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

b2 SPACING

TOP OF DECK

5b1

b2

62

5e2

TYPICAL 5b1 SPACING

( TOP OF DECK )

TYPICAL 5b1 SPACING89‹

5d2

5e6

5e3

5d1

5e7

5e2

COIL ROD

ƒ" ½ x 1'-3

5d3 & 5d4ƒ" ½ x 1'-3 COIL

ROD ( BENT ) .



HALF SECTION NEAR ABUTMENT HALF SECTION NEAR FIXED PIER

RE

VIS

ED 07-2018:

CH

AN

GE

D

NO

TE

ST

ATI

NG " •" R

ESILIE

NT J

OI

NT

FIL

LE

R" (W

AS

PR

EF

OR

ME

D

EX

PA

NSI

ON J

OI

NT

FIL

LE

R).

FILLER

JOINT

•" RESILIENT



DESIGN SHEET NO.

COUNTY


9

9

9

*

TOP OF DECK

BETWEEN HAUNCHES

STRAIGHT LINE

MI

N.

MA

X.

*

TOP OF DECK

SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


5

5

5

5

6

6

6

7

7

7

8

8

8

8

8

34'-2

38'-4

42'-6

46'-8

50'-10

55'-0

59'-2

63'-4

67'-6

71'-8

75'-10

80'-0

35'-0

40'-0

45'-0

50'-0

55'-0

60'-0

65'-0

70'-0

75'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

ADJACENT SPAN

LONGEST

BEAM SIZE

BAR

OF ' b2 ' BAR

TABLE OF SIZE



SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {








DATA FOR ONE DRAIND

120

6'-2ƒ5'-5ƒ

106

CB

96

4'-11ƒLENGTH FT.

WT. LBS.

BEAM SIZE

HAUNCH DETAIL

TYPICAL DECK AND

SHEET NO. ____.



INTERIOR BEAMS

EXTERIOR BEAMS

DRAIN DETAILS

CONCRETE AT DRAIN







NOTE:

R=1'-0

STRAIGHT LINE

B & C D






LOCATED AS FOLLOWS:
























8ƒ

LEVEL

1'-7

810‚

9

‚‚

7•

88

‚3•

MI

N.

1'-

0

GROOVE

ƒ" DRIP 3

1"

1•

STANDARD SHEET 4560

b2 SPACING

TOP OF DECK

2 1'-5 1'-6 TYPICAL 5b1 SPACING

TYPICAL 5b1 SPACING

( TOP OF DECK )

( BOTTOM OF DECK )

1'-7

LEVEL 3'-0 PARABOLIC

CROWN

44'-0 ROADWAY

22'-0

15 - 5b1 BARS

8 8 10• 10•

1'-2 1'-2

5 SPA. @ 0'-9

= 3'-9

6a @ 10" |'S


2

2 5 5b1 BARS

5d1

5e2

5e4

1'-7

8ƒ

1" x 8 x 0'-8 10•

8

8 4

5d3 & 5d4

1'-2 1'-2

5b1

5e1 5e3

" C

L.

2•

1"

CL.

5d2


2'-

0

5e5

COIL ROD

ƒ" ½ x 1'-35d5 & 5d6

5d1

5e2

COIL ROD

ƒ" ½ x 1'-3

5e3

5e7 5e6

5d3 & 5d4

5d2


1'-7

b2

SYMMETRICAL ABOUT

| ROADWAY

MASKWALL

FILL WITH MORTARV

AR.

4•

4•

4Œ 2• 1Š …

6

SHEET.

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

ROD ( BENT ) .

ƒ" ½ x 1'-3 COIL

ROD ( BENT ) .

ƒ" ½ x 1'-3 COIL

COIL ROD

ƒ"½ x 1'-3

SPACED @ 2'-0

INDENTATION



• INCH HAUNCH.

INCLUDE THE NOMINAL

DECK AREA DOES NOT


10

ƒ"


3'-1ƒ3'-1ƒ BECOMES 3'-1.

FACES. DIMENSION

FOOTING & BACKWALL

BEAMS TO ALIGN

REDRAW FOR 'B'




5j1 BARS AT 10" |'s

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4560 -

THIS

SH

EE

T IS

SU

ED 11-06. L

RF

D

DE

SI

GN

ED

DE

CK.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



6`SPA.`@`0'-9`=`4'-6

6`SPA.`@`0'-9`=`4'-6

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TITIE

S

SH

EE

T

FO

R

TH

E

DR

AI

N

WEI

GH

T. N

OT

E

AB

OU

T

CH

OIC

E

OF

EP

OX

Y

OR

ST

AI

NL

ES

S

ST

EE

L

DE

CK

TO

BA

RRIE

R

RAIL

BA

RS.

??


6 BEAM SPACES AT 6'-10 = 41'-0

FILLER.

JOINT

•" RESILIENT

RE

VIS

ED 07-2018:

CH

AN

GE

D

NO

TE

ST

ATI

NG " •" R

ESILIE

NT J

OI

NT

FIL

LE

R" (W

AS

PR

EF

OR

ME

D

EX

PA

NSI

ON J

OI

NT

FIL

LE

R).



DESIGN SHEET NO.

COUNTY


9

9

9

*

TOP OF DECK

BETWEEN HAUNCHES

STRAIGHT LINE

MI

N.

MA

X.

*

TOP OF DECK

SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


5

5

5

5

6

6

6

7

7

7

8

8

8

8

8

34'-2

38'-4

42'-6

46'-8

50'-10

55'-0

59'-2

63'-4

67'-6

71'-8

75'-10

80'-0

35'-0

40'-0

45'-0

50'-0

55'-0

60'-0

65'-0

70'-0

75'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

ADJACENT SPAN

LONGEST

BEAM SIZE

BAR

OF ' b2 ' BAR

TABLE OF SIZE



SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {








DATA FOR ONE DRAIND

120

6'-2ƒ5'-5ƒ

106

CB

96

4'-11ƒLENGTH FT.

WT. LBS.

BEAM SIZE

HAUNCH DETAIL

TYPICAL DECK AND

SHEET NO. ____.



INTERIOR BEAMS

EXTERIOR BEAMS

DRAIN DETAILS

CONCRETE AT DRAIN







NOTE:

R=1'-0

STRAIGHT LINE

B & C D






LOCATED AS FOLLOWS:
























8ƒ

LEVEL

1'-7

810‚

9

‚‚

7•

88

‚3•

MI

N.

1'-

0

GROOVE

ƒ" DRIP 3

1"

1•

STANDARD SHEET 4561

3'-0 PARABOLIC

CROWN

5d3 & 5d4

2 1'-5 1'-6 TYPICAL 5b1 SPACING

TYPICAL 5b1 SPACING

( TOP OF DECK )

( BOTTOM OF DECK )

1'-7

LEVEL

8 8


8ƒ

1" x 8 x 0'-8 10•

8

8 4

b2 SPACING

TOP OF DECK

5b1

5e1

9‹

1'-0•

2

2 5 5b1 BARS

5d1

5e2

5e4

1'-7

5e3

1'-0‡

5d2

1"

CL.

2•"

CL.

40'-0 ROADWAY

5b1

20'-0

COIL ROD

ƒ" ½ x 1'-35e5

2'-

0

5d5 & 5d6

5d3 & 5d4

COIL ROD

ƒ" ½ x 1'-3

5d1

5e2

5d2

5e6

5e3

5e7


1'-0‡

9… 1'-0•

1'-7


FILL WITH MORTAR

VA

R.

b2

4‹

4‹ 4ˆ 2Š Œ …

6

SHEET.

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

COIL ROD

ƒ"½ x 1'-3 ROD ( BENT ) .

ƒ"½ x 1'-3 COIL

ROD ( BENT ) .

ƒ" ½ x 1'-3 COIL

SPACED @ 2'-0

INDENTATION

| ROADWAY

SYMMETRICAL ABOUT





5j1 BARS AT 10" |'s 6a @ 10" |'S

• INCH HAUNCH.

INCLUDE THE NOMINAL

DECK AREA DOES NOT


MASKWALL 10

ƒ"

3'-1ƒ

40' RDWY. PPCB ( B, C & D BEAMS - STUB ABUT. ) CROSS SECTION ( SYMM. CROWN`) - LRFD DESIGN



FACES. DIMENSION

FOOTING & BACKWALL

BEAMS TO ALIGN

REDRAW FOR 'B'

EN

GLIS

HS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN 4561 -

THIS

SH

EE

T IS

SU

ED 11-06. L

RF

D

DE

SI

GN

ED

DE

CK.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



7 SPA. @ 0'-9 = 5'-3

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TITIE

S

SH

EE

T

FO

R

TH

E

DR

AI

N

WEI

GH

T. N

OT

E

AB

OU

T

CH

OIC

E

OF

EP

OX

Y

OR

ST

AI

NL

ES

S

ST

EE

L

DE

CK

TO

BA

RRIE

R

RAIL

BA

RS.

??

5 BEAM SPACES @ 7'-4Ž(-) = 37'-0

6 SPA. @ 0'-9 4'-6

17-5b1 BARS

7 SPA. @ 0'-9 = 5'-3


FILLER.

JOINT

•" RESILIENT

RE

VIS

ED 07-2018:

CH

AN

GE

D

NO

TE

ST

ATI

NG " •" R

ESILIE

NT J

OI

NT

FIL

LE

R" (W

AS

PR

EF

OR

ME

D

EX

PA

NSI

ON J

OI

NT

FIL

LE

R).



DESIGN SHEET NO.

COUNTY


9

9

9

*

TOP OF DECK

BETWEEN HAUNCHES

STRAIGHT LINE

MI

N.

MA

X.

*

TOP OF DECK

SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


5

5

5

5

6

6

6

7

7

7

8

8

8

8

8

34'-2

38'-4

42'-6

46'-8

50'-10

55'-0

59'-2

63'-4

67'-6

71'-8

75'-10

80'-0

35'-0

40'-0

45'-0

50'-0

55'-0

60'-0

65'-0

70'-0

75'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

ADJACENT SPAN

LONGEST

BEAM SIZE

BAR

OF ' b2 ' BAR

TABLE OF SIZE



SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {








DATA FOR ONE DRAIND

120

6'-2ƒ5'-5ƒ

106

CB

96

4'-11ƒLENGTH FT.

WT. LBS.

BEAM SIZE

HAUNCH DETAIL

TYPICAL DECK AND

SHEET NO. ____.



INTERIOR BEAMS

EXTERIOR BEAMS

DRAIN DETAILS

CONCRETE AT DRAIN







NOTE:

R=1'-0

STRAIGHT LINE

B & C D






LOCATED AS FOLLOWS:























index of stub bridge standards · 2018. 7. 31. · 7/31/2018 9:33:39 am bkloss...

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