index of bt stub bridge standards index of bt stub bridge standards · 2015. 6. 26. · 6/26/2015...

$: INDEX OF BT STUB BRIDGE STANDARDS INDEX OF BT STUB BRIDGE STANDARDS · 2015. 6. 26. · 6/26/2015 1:26:45 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn$
6/26/2015 1:26:45 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 100-BTS 11x17_pdf.pltcfg

STANDARD DESCRIPTION DESCRIPTIONSTANDARD

INDEX OF BT STUB BRIDGE STANDARDS INDEX OF BT STUB BRIDGE STANDARDS

INDEX OF BT STUB STANDARDS

STANDARD SHEET 100-BTS

2092-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - 0 SKEW

2092-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - 0 SKEW

2093-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 0°01-7°30 SKEWS

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

2094-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 7°31-15 SKEWS

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



2096-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 0°01-7°30 SKEWS

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

2097-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 7°31-15 SKEWS

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



2099-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - 0 SKEW

2099-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - 0 SKEW

2100-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 0°01-7°30 SKEWS

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





2103-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 0°01-7°30 SKEWS

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





2106-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT BAR LIST 0° SKEWS

2106-BTE "BTE" BEAMS - STUB ABUTMENT BAR LIST 0° SKEWS

2107-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT BAR LIST 0°01-7°30 SKEWS

2107-BTE "BTE" BEAMS - STUB ABUTMENT BAR LIST 0°01-7°30 SKEWS

2108-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT BAR LIST 7°31-15 SKEWS

2108-BTE "BTE" BEAMS - STUB ABUTMENT BAR LIST 7°31-15 SKEWS

2109-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT BAR LIST 15°01-30 SKEWS

2109-BTE "BTE" BEAMS - STUB ABUTMENT BAR LIST 15°01-30 SKEWS

4542-BTCDE PART PLAN & LONGIT. SECT. - "BTC", "BTD", & "BTE" BEAMS, STUB ABUT., 0 SKEW

4543-BTCDE PART PLAN & LONGIT. SECT. - "BTC", "BTD", & "BTE" BEAMS, STUB ABUT. (L.A.) 0°01 - 7°30 SKEW

4544-BTCDE PART PLAN & LONGIT. SECT. - "BTC", "BTD", & "BTE" BEAMS, STUB ABUT. (L.A.) 7°31 - 15° SKEW

4545-BTCDE PART PLAN & LONGIT. SECT. - "BTC", "BTD", & "BTE" BEAMS, STUB ABUT. (L.A.) 15°01 - 30° SKEW

4546-BTCDE PART PLAN & LONGIT. SECT. - "BTC", "BTD", & "BTE" BEAMS, STUB ABUT. (R.A.) 0°01 - 7°30 SKEW

4547-BTCDE PART PLAN & LONGIT. SECT. - "BTC", "BTD", & "BTE" BEAMS, STUB ABUT. (R.A.) 7°31 - 15° SKEW

4548-BTCDE ï»¿PART PLAN & LONGIT. SECT. - "BTC", "BTD", & "BTE" BEAMS, STUB ABUT. (R.A.) 15î€€01 - 30î

4556-BTC-4 30' RDW. PPCB ("BTC" 4 BEAMS - STUB ABUT.) CROSS SECTION

4556-BTD-4 30' RDW. PPCB ("BTD" 4 BEAMS - STUB ABUT.) CROSS SECTION

4556-BTE-4 30' RDW. PPCB ("BTE" 4 BEAMS - STUB ABUT.) CROSS SECTION










4561-BTC-5 40' RDW. PPCB ("BTC" 5 BEAMS - STUB ABUT.) CROSS SECTION (SYMM CROWN)

4561-BTC-6 40' RDW. PPCB ("BTC" 6 BEAMS - STUB ABUT.) CROSS SECTION (SYMM CROWN)

4561-BTD-5 40' RDW. PPCB ("BTD" 5 BEAMS - STUB ABUT.) CROSS SECTION (SYMM CROWN)

4561-BTE-5 40' RDW. PPCB ("BTE" 5 BEAMS - STUB ABUT.) CROSS SECTION (SYMM CROWN)

4561-BTE-6 40' RDW. PPCB ("BTE" 6 BEAMS - STUB ABUT.) CROSS SECTION (SYMM CROWN)

INDEX OF BT STUB ABUTMENT BRIDGE STANDARDS

EN

GLIS

HB

TS

TU

BB

RI

DG

ES.D

GN - 100-

BT

S -

THIS

SH

EE

T IS

SU

ED 02-10.

STUB ABUT. "BTC, BTD, & BTE" BEAMS, BAR LIST & SUPER. DETAILS - 0 SKEW

ï»¿STUB ABUT. "BTC, BTD, & BTE" BEAMS, BAR LIST & SUPER. DETAILS - 0î€€01 - 7î€€

ï»¿STUB ABUT. "BTC, BTD, & BTE" BEAMS, BAR LIST & SUPER. DETAILS - 7î€€31 - 15î

ï»¿STUB ABUT. "BTC, BTD, & BTE" BEAMS, BAR LIST & SUPER. DETAILS - 15î€€01 - 30î

4549-BTCDE

4550-BTCDE

4551-BTCDE

4552-BTCDE

COUNTY

DESIGN SHEET NO. OF DESIGN NO.FILE NO.

IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION

PROJECT NUMBER SHEET NUMBERDESIGN TEAM

6/26/2015 1:26:46 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2092-BTCD 11x17_pdf.pltcfg

8a2

8a3 8a3

8a2

5b2 5b2

| ABUT.

BRG.

7'-

0

6'-

0

1'-

0

1'-

31'-

3

1'-7

6

1'-10‚ 1'-7

1"

WA

SH

BEAM SPACES @

1" WASH

TYPICAL

5n1

5m1

SPACES @ 0'-6 =

SPACES @ 1'-0 =

SPACES @ 1'-0 =

6 6d1 BARS

5d5 BARS

5d2

6d1 5d5

A

A

B

B

E E

6

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

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 5d2 & 4d6 BARS

STANDARD SHEET 2092-BTCD"BTC" OR "BTD" BEAMS - STUB ABUT. DETAILS - 0° SKEW

1'-

3

1'-9 1'-9

1'-

01'-

0

1'-

6

1'-

6

1'-

6

1'-0

1'-0

1'-0 SPACES @ 2'-0 =

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2092-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-111'-11

1'-

9 3'-

0

17'-

0

5'-

3

6'-

3

COUNTY




3'-

10

1"

3

ROADWAY

POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:

ABUTMENT STEP DIAGRAM

REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

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'-3

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

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

| APPROACH ROADWAY

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

4" C

L.

2" C

L.

8

3'-

7

3'-

7

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

1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS

PARALLELCONSTRUCTION JOINT

WA

SH

1'-

1

1'-

1

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

2

EQ.

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

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

*1'-9

2'-4•

5'-4•

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.

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 : ABUTMENT FOOTING DETAILS

6/26/2015 1:26:48 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2092-BTE 11x17_pdf.pltcfg

8a2

8a3 8a3

8a2

5b2 5b2

| ABUT.

BRG.

7'-

0

1'-

0

1'-

31'-

3

1'-7

6

1'-10‚ 1'-7

1"

WA

SH

BEAM SPACES @

1" WASH

TYPICAL

5n1

5m1

SPACES @ 0'-6 =

SPACES @ 1'-0 =

SPACES @ 1'-0 =

SPACES @ 2'-0 =

6 6d1 BARS

5d5 BARS

5d2

6d1 5d5

A

A

B

B

E E

6

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

1'-6 2'-0 2'-0 1'-6

5d3 & 5d4 BARS

5d3

5d4

AT

EA

CH 5g

1 )

5g

2

DO

WE

LS (

ON

E

1'-

0


SEE DESIGN SHEET

NOTE :

ROADWAY

| APPROACH

5d2 & 4d6 BARS

STANDARD SHEET 2092-BTE"BTE" BEAMS - STUB ABUT. DETAILS - 0° SKEW

1'-

3

1'-

01'-

01'-

41'-

41'-

4

1'-

6

1'-

6

1'-0

1'-0

1'-0

8'-

0

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2092-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-9 1'-9

1'-111'-11

1'-

9 3'-

0

19'-

0

5'-

3

8'-

3

COUNTY




3'-

10

1"

3

ROADWAY

POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

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'-3

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





| APPROACH ROADWAY

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

4" C

L.

2" C

L.

8

3'-

7

3'-

7

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

*1'-9

2'-4•

5'-4•

3

EQ.

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.


AT EACH ABUTMENT.






7'-

0

6'-

0

7'-

0

6'-

0

6d1 BARS

SPACES @ 1'-0 =

SPACES @ 2'-0 =

SPACES @ 0'-6 =

5d5 BARS

TYPICAL

5n1

BEAM SPACES @

1'-

0

1'-

3

1'-7

6

SPACES @ 1'-0 =

6d1 5d5

5m1

5d2

B

E E

B

A

A

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

5d3 & 5d4 BARS

5d3 5d4

1'-

6

5b2 1'-

6

8a2

8a3

5b2

8a5

8a4

6

6

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

5d2 & 4d6 BARS

1'-

3

"BTC" OR "BTD" BEAMS - STUB ABUT. DETAILS - (R.A.) 0°01' - 7°30' SKEW STANDARD SHEET 2093-BTCD1'-

3

1'-

01'-

0

1'-

01'-

0

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2093-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-9 1'-9

1'-

9

5'-

3

COUNTY




3'-

10

1"

3

ROADWAY

POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

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'-3

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





| APPROACH ROADWAY

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

4" C

L.

2" C

L.

8

3'-

7

3'-

7

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

2

EQ.

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

*1'-9

2'-4•

5'-4•

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.


AT EACH ABUTMENT.






COUNTY




3'-

10

1"

3

ROADWAY

POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

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'-3

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





| APPROACH ROADWAY

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

4" C

L.

2" C

L.

8

3'-

7

3'-

7

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

*1'-9

2'-4•

5'-4•

3

EQ.

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.


AT EACH ABUTMENT.





7'-

0

7'-

0

6d1 BARS

SPACES @ 1'-0 =

SPACES @ 2'-0 =

SPACES @ 0'-6 =

5d5 BARS

TYPICAL

5n1

BEAM SPACES @

1'-

0

1'-

3

1'-7

6

SPACES @ 1'-0 =

6d1 5d5

5m1

5d2

B

E E

B

A

A

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

5d3 & 5d4 BARS

5d3 5d4

5b2

8a2

8a3

5b2

8a5

8a4

6

6

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

5d2 & 4d6 BARS

1'-

3

"BTE" BEAMS - STUB ABUT. DETAILS - (R.A.) 0°01' - 7°30' SKEW STANDARD SHEET 2093-BTE

8'-

0

8'-

0

1'-

3

1'-

6

1'-

01'-

01'-

0

1'-

01'-

0

1'-

6

1'-

41'-

41'-

4

1'-

41'-

41'-

4

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2093-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-9 1'-9

1'-

9

5'-

3

RE

VIS

ED 10-10 -

AD

DE

D 2

AD

DITI

ON

AL 5g

1 B

AR

S I

N

LO

WE

R

BA

CK

WA

LL.


1'-

6

5b2

8a2

8a3

5b2

8a4

8a5

6

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

1'-

0

1'-3

1'-

3

1'-7

6

TYPICAL

5n1

5m1

BEAM SPACES

@

5g2 DOWELS (ONE AT EACH 5g1).

6d1

5d5

5d2

B

E E

B

A

A 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

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

5d2 &

4d6 BARS

"BTC" OR "BTD" BEAMS - STUB ABUT. DETAILS - (R.A.) 7°31' - 15° SKEW STANDARD SHEET 2094-BTCD

1'-

3

1'-

01'-

0

1'-

01'-

0

1'-

6

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2094-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-9

1'-9

| ABUTMENT BEARING

1'-

9

5'-

3

COUNTY




3'-

10

1"

3

ROADWAY

POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

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'-3

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





| APPROACH ROADWAY

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

4" C

L.

2" C

L.

8

3'-

7

3'-

7

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

2

EQ.

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

*1'-9

2'-4•

5'-4•

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.


AT EACH ABUTMENT.






1'-

6

5b2

8a2

8a3

5b2

8a4

8a5

6

6

7'-

0

7'-

0

SPACES @ 0'-6

= 6d1

BARS

SPACES @ 1'

-0 =

SPACES @ 2'-0

= 5d5 BARS

SPACES @ 1'

-0 =

| APPROACH ROADWAY

1'-

0

1'-3

1'-

3

1'-7

6

TYPICAL

5n1

5m1

BEAM SPACES

@

5g2 DOWELS (ONE AT EACH 5g1).

6d1

5d5

5d2

B

E E

B

A

A 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

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 5d2 &

4d6 BARS

"BTE" BEAMS - STUB ABUT. DETAILS - (R.A.) 7°31' - 15° SKEW STANDARD SHEET 2094-BTE

8'-

0

1'-

3

8'-

0

1'-

01'-

41'-

41'-

41'-

0

1'-

01'-

0

1'-

6

1'-

41'-

41'-

4

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2094-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

| ABUTMENT BEARING

1'-9

1'-9

1'-

9

5'-

3

RE

VIS

ED 10-10 -

AD

DE

D 2

AD

DITI

ON

AL 5g

1 B

AR

S I

N

LO

WE

R

BA

CK

WA

LL.

COUNTY




3'-

10

1"

3

ROADWAY

POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

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'-3

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





| APPROACH ROADWAY

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

4" C

L.

2" C

L.

8

3'-

7

3'-

7

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

*1'-9

2'-4•

5'-4•

3

EQ.

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.


AT EACH ABUTMENT.






1'-

6

8a2

8a3

5b2

1'-

6

5b2

8a5

8a4

6

E E

B

B

A

A

6'-

0

7'-

0

6'-

0

7'-

0

1"

WASH

6

1'-7

6d1

5d5

5d2

1'-

0

1'-3

1'-

3 TYPI

CAL

5m1

5n1

BEAM SP

ACES @

SPACES

@ 0'-

6 =

6d1 B

ARS

SPACES

@ 1'-

0 =

SPACES

@ 1'-

0 =

SPACES

@ 2'-

0 =

5d5

BARS

6

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

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

5d2

& 4d

6 BARS

"BTC" OR "BTD" BEAMS - STUB ABUT. DETAILS - (R.A.) 15°01' - 30° SKEW STANDARD SHEET 2095-BTCD

1'-

3

1'-

01'-

01'-

0

1'-

01'-

0

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2095-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-9

1'-9

| ABUTMENT BEARING

1'-

9

5'-

3

COUNTY




3'-

10

1"

3

ROADWAY

POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

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'-3

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





| APPROACH ROADWAY

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

4" C

L.

2" C

L.

8

3'-

7

3'-

7

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

2

EQ.

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

*1'-9

2'-4•

5'-4•

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.

ABUTMENT FOOTING DETAILS


AT EACH ABUTMENT.




NOTE :


8a2

8a3

5b2

1'-

6

5b2

8a5

8a4

6

E E

B

B

A

A

7'-

0

7'-

0

1"

WASH

6

1'-7

6d1

5d5

5d2

1'-

0

1'-3

1'-

3 TYPI

CAL

5m1

5n1

BEAM SP

ACES @

SPACES

@ 0'-

6 =

6d1 B

ARS

SPACES

@ 1'-

0 =

SPACES

@ 1'-

0 =

SPACES

@ 2'-

0 =

5d5

BARS

6

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

1'-6 2'-0

2'-0 1'-6

5d3

& 5d

4 BARS

5d3 5d41"

WA

SH

BEARING

| ABUT.

AT EACH 5g1).

5g2 DOWELS (ONE


SEE DESIGN SHEET

NOTE :

ROADWAY

| APPROACH

5d2

& 4d

6 BARS

"BTE" BEAMS - STUB ABUT. DETAILS - (R.A.) 15°01' - 30° SKEW STANDARD SHEET 2095-BTE

8'-

0

8'-

0

1'-

3

1'-

6

1'-

01'-

41'-

41'-

41'-

0

1'-

41'-

01'-

01'-

41'-

4

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2095-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

| ABUTMENT BEARING

1'-9

1'-9

1'-

9

5'-

3

RE

VIS

ED 10-10 -

AD

DE

D 2

AD

DITI

ON

AL 5g

1 B

AR

S I

N

LO

WE

R

BA

CK

WA

LL.

COUNTY





AT EACH ABUTMENT.




NOTE :

3'-

10

1"

3

ROADWAY

POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

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'-3

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





| APPROACH ROADWAY

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

4" C

L.

2" C

L.

8

3'-

7

3'-

7

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

*1'-9

2'-4•

5'-4•

3

EQ.

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.

ABUTMENT FOOTING DETAILS


B

E E

A

B A

7'-

0

6'-

0

7'-

0

6'-

0

1'-7

6

| ABUTMENT BEARING

1'-3

1'-

3

1'-

0

5d5 6d1

5d2

5m1

TYPICAL

5n1

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 @

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

5d3 & 5d4 BARS

1'-

6

6

8a4

8a5

5b2

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

5d2 & 4d6 BARS

"BTC" OR "BTD" BEAMS - STUB ABUT. DETAILS - (L.A.) 0°01' - 7°30' SKEW STANDARD SHEET 2096-BTCD

1'-

3

1'-

01'-

01'-

0

1'-

01'-

0

1'-

6

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2096-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

| APPROACH ROADWAY

1'-9 1'-9

1'-

9

5'-

3

COUNTY




3'-

10

1"

3

ROADWAY

POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

1

4

CL.

5b1

ST

EP

CL.

5g1

5d2 6d1

8a1

5m1

5n1

1'-

6

1'-01'-3

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





| APPROACH ROADWAY

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

8

3'-

7

3'-

7

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

2

EQ.

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

*1'-9

2'-4•

5'-4•

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.


AT EACH ABUTMENT.





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.


B

E E

A

B A

7'-

0

7'-

0

1'-7

6

| ABUTMENT BEARING

1'-3

1'-

3

1'-

0

5d5 6d1

5d2

5m1

TYPICAL

5n1

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


SPACES @ 1'-0 =

5g2 DOWELS (ONE

AT EACH 5g1).

NOTE :

SEE DESIGN SHEET


BEAM SPACES @

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

5d3 & 5d4 BARS

1'-

6

6

8a4

8a5

5b2

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

5d2 & 4d6 BARS

"BTE" BEAMS - STUB ABUT. DETAILS - (L.A.) 0°01' - 7°30' SKEW STANDARD SHEET 2096-BTE

8'-

0

8'-

0

1'-

01'-

41'-

41'-

41'-

0

1'-

01'-

41'-

41'-

41'-

0

1'-

6

1'-

3

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2096-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

| APPROACH ROADWAY

1'-91'-9

1'-

9

5'-

3

RE

VIS

ED 10-10 -

AD

DE

D 2

AD

DITI

ON

AL 5g

1 B

AR

S I

N

LO

WE

R

BA

CK

WA

LL.

COUNTY




3'-

10

1"

3

ROADWAY

POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

1

4

CL.

5b1

ST

EP

CL.

5g1

5d2 6d1

8a1

5m1

5n1

1'-

6

1'-01'-3

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





| APPROACH ROADWAY

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

8

3'-

7

3'-

7

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

*1'-9

2'-4•

5'-4•

3

EQ.

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.


AT EACH ABUTMENT.





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.


6'-

0

7'-

0

1'-3

1'-

3

1'-

0

1'-7

6

TYPICAL

5m1

5n1


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

8a4

8a5

5b2

6

1'-

6

5b2

8a3

8a2

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

1'-6 2'-0

2'-0 1'-65d3 & 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

5d2 & 4d6 BARS

"BTC" OR "BTD" BEAMS - STUB ABUT. DETAILS - (L.A.) 7°31' - 15° SKEW STANDARD SHEET 2097-BTCD

1'-

3

1'-

01'-

0

1'-

01'-

0

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2097-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-91'-9

1'-

95'-

3

COUNTY




3'-

10

1"

3

ROADWAY

POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

1

4

CL.

5b1

ST

EP

CL.

5g1

5d2 6d1

8a1

5m1

5n1

1'-

6

1'-01'-3

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





| APPROACH ROADWAY

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

8

3'-

7

3'-

7

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

2

EQ.

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

*1'-9

2'-4•

5'-4•

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.


AT EACH ABUTMENT.





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.


7'-

0

1'-3

1'-

3

1'-

0

1'-7

6

TYPICAL

5m1

5n1


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

7'-

0

BEAM SPACES @

B

E E

B

PART SECTION

THROUGH BACKWALL A

A

6d1

5d2

5d5

1'-

6

6

8a4

8a5 5b2

6

5b2

8a3

8a2

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

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

5d2 & 4d6 BARS

"BTE" BEAMS - STUB ABUT. DETAILS - (L.A.) 7°31' - 15° SKEW STANDARD SHEET 2097-BTE

1'-

3

8'-

0

8'-

0

1'-

01'-

41'-

41'-

41'-

0

1'-

6

1'-

41'-

41'-

41'-

01'-

0

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2097-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-91'-9

1'-

95'-

3

RE

VIS

ED 10-10 -

AD

DE

D 2

AD

DITI

ON

AL 5g

1 B

AR

S I

N

LO

WE

R

BA

CK

WA

LL.

COUNTY




3'-

10

1"

3

ROADWAY

POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

1

4

CL.

5b1

ST

EP

CL.

5g1

5d2 6d1

8a1

5m1

5n1

1'-

6

1'-01'-3

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





| APPROACH ROADWAY

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

8

3'-

7

3'-

7

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

*1'-9

2'-4•

5'-4•

3

EQ.

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.


AT EACH ABUTMENT.





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.


7'-

0

6'-

0

1'-7

6

1'-3

1'-

3

1'-

0

BEAM SPACES @

TYPICAL

5m1

5n1

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 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

5d3 & 5d4 BARS

5d3

5d4

1"

WA

SH

AT EACH 5g1).

5g2 DOWELS (ONE

BEARING

| ABUTMENT

ROADWAY

| APPROACH

1"

WA

SH


SEE DESIGN SHEET ??

NOTE :

5d2 & 4d6 BARS

"BTC" OR "BTD" BEAMS - STUB ABUT. DETAILS - (L.A.) 15°01' - 30° SKEW STANDARD SHEET 2098-BTCD

1'-

3

6

8a2

8a3

5b2

8a4

8a5

5b2

1'-

6

6

PILING LAYOUT

1'-6 2'-0

2'-0 1'-6

BEARING

| ABUT.

ROADWAY

| APPROACH

1'-

01'-

0

1'-

01'-

0

1'-

6

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2098-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-91'-9

1'-

95'-

3

COUNTY




3'-

10

1"

3

ROADWAY

POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

1

4

CL.

5b1

ST

EP

CL.

5g1

5d2 6d1

8a1

5m1

5n1

1'-

6

1'-01'-3

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





| APPROACH ROADWAY

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

8

3'-

7

3'-

7

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

2

EQ.

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

*1'-9

2'-4•

5'-4•

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.


AT EACH ABUTMENT.





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.


7'-

0

1'-7

6

1'-3

1'-

3

1'-

0

BEAM SPACES @

TYPICAL

5m1

5n1

6d1

5d5

5d2

7'-

0

8'-

0


SPACES @ 1'-0 =

SPACES @ 1'-0 =

SPACES @ 2'-0 =

5d5 BARS

A

A

E E B

B

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

5d3 & 5d4 BARS

5d3

5d4

1"

WA

SH

AT EACH 5g1).

5g2 DOWELS (ONE

BEARING

| ABUTMENT

ROADWAY

| APPROACH

1"

WA

SH


SEE DESIGN SHEET ??

NOTE :

5d2 & 4d6 BARS

"BTE" BEAMS - STUB ABUT. DETAILS - (L.A.) 15°01' - 30° SKEW STANDARD SHEET 2098-BTE

8'-

0

1'-

3

6

8a2

8a3

5b2

8a4

8a5

5b2

1'-

6

6

1'-6 2'-0

2'-0 1'-6

BEARING

| ABUT.

ROADWAY

| APPROACH

1'-

01'-

0

1'-

01'-

0

1'-

6

1'-

41'-

41'-

4

1'-

41'-

41'-

4

BEARING

| ABUT.

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2098-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-91'-9

1'-

95'-

3

RE

VIS

ED 10-10 -

AD

DE

D 2

AD

DITI

ON

AL 5g

1 B

AR

S I

N

LO

WE

R

BA

CK

WA

LL.

PILING LAYOUT

COUNTY




3'-

10

1"

3

ROADWAY

POINT

a

BOTT.BACKWALL ELEV.

3'-

10

BENCH MARK`:


REAR ELEVATION

ELEV. ( SEE TABLE )

BOTT. OF BACKWALL

ELEV. ( SEE TABLE`)

BOTT. OF FTG.

1

4

CL.

5b1

ST

EP

CL.

5g1

5d2 6d1

8a1

5m1

5n1

1'-

6

1'-01'-3

4'-

0

4'-

1

1'-6 1'-6

4

EQ.

SP

A.- 8a1

1•

1•

2"3'-

10

3

2"

5g3

1'-

11'-

31'-

3

3

4d6

1'-3

5d3





| APPROACH ROADWAY

1" CHAMFER

SEE DETAIL "C"

STEEL)

STAINLESS

5d5 (DEFORMED

3" C

L.

8

3'-

7

3'-

7

ELEVATIONS

TABLE OF ABUTMENT

„" RADIUS



REAR ELEVATION



BOTT. FTG. ELEV.

ELEV. A

ABUTMENT ABUTMENT


1'-7 1'-7

CROWN ORDINATES.

SECTION FOR

SEE ROADWAY CROSS


WA

SH

1'-

1

1'-

1

5g

1 S

PA

CI

NG

F.F.

&

B.F.

2'-

0

TO

P

OF

P̀IL

ES

SP

A.

CR

OW

N

LI

NE

RO

AD

WA

Y

OF

FS

ET

TO

3'-

7

CO

NS

TA

NT

MIN.

1'-3

VE

RTIC

AL

BA

CK

WA

LL

1"

WA

SH






| ABUT. BRG.

MI

N.

MI

N.


1'-

10

*1'-9

2'-4•

5'-4•

3

EQ.

___

AB

UT.

___

AB

UT.

___

AB

UT.

___

AB

UT.


AT EACH ABUTMENT.





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.


5f3

"BTC" OR "BTD" BEAM STUB ABUT. DETAILS - 0° SKEW STANDARD SHEET 2099-BTCDEN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2099-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

3'-0 3'-0

4'-0 4'-0

1'-0

8a2

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

CH

AN

GE

D

NO

TE

AB

OU

T

BA

RRIE

R

RAIL

BA

RS 5c3

&

5c14

TO

BA

RRIE

R

RAIL

QT

YS. I

NS

TE

AD

OF

BRI

DG

E

DE

CK

QT

YS.

3'-0

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 3 EQ. SP.

8-5e1

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

14-5e2

5e1

5f3

5c3

5e2

~

~

1'-

7

SECTION C-C

6'-0

3'-

10

VA

R.

JOINT FILLER

EXPANSION

•" PREFORMED 5c14 F.F.

5c3 B.F.

10

NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.

5c14

6'-0 WING EXTENSION

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

5b2

5e1

5f4

C C

2'-1

1'-

6

MI

N.

1'-

6

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

9•

7•

2

5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

(WITH KEYWAYS)

CONSTRUCTION JOINT

5d8

5d9

4

EQ.

SP

A.;5f

BA

RS

7'-0 ABUTMENT WING

SE

E

AB

UT

ME

NT

WI

NG

SH

EE

T

5d9

5d8

*PVC PIPE*PVC PIPE

SHEET FOR PVC PIPE LOCATION.

*`SEE PART PLAN & LONGIT. SECTION

5-8a2

&

5-8a3

2'-10 2'-4*PVC PIPE

SEE DESIGN SHEET ____.

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

ELEVATION SEE DESIGN SHEET ____

FOR BOTTOM FOOTING

____ 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


5f3

"BTE" BEAM STUB ABUT. DETAILS - 0° SKEW STANDARD SHEET 2099-BTEEN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2099-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

3'-0 3'-0

4'-04'-0

1'-0

8a2

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

CH

AN

GE

D

NO

TE

AB

OU

T

BA

RRIE

R

RAIL

BA

RS 5c3

&

5c14

TO

BA

RRIE

R

RAIL

QT

YS. I

NS

TE

AD

OF

BRI

DG

E

DE

CK

QT

YS.

3'-0

COUNTY




2

ELEV. G ELEV. H

2ƒ"CL.

ELEV.I

PART

SECTION D-D

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

5c3

~

~

SECTION C-C

3'-

10

~5c3

~5c14

5e2

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.





1'-

6

MI

N.

DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5b2

5e1

5f4

C

2'-1

1'-

6

MI

N.

1'-

6


8'-0

5h2 (BACK FACE)

5h4 (TRAFFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

C

(WITH KEYWAYS)

CONSTRUCTION JOINT

1'-

7

9•

7•

2

5d8

5d9

33 33 8 EQUAL SPACES = 7'-6 3 EQ. SP.

8-5e118 - 5e2

5e2 5e1

5f3

5c14

8'-0 WING EXTENSION

10

5

EQ.

SP

A.; 5f

BA

RS

7'-0 ABUTMENT WING

SE

E

AB

UT

ME

NT

WI

NG

SH

EE

T

5d9

5d8

*PVC PIPE

*PVC PIPE



5-8a2

&

5-8a3

2'-10 2'-4

*PVC PIPE




FOR BOTTOM FOOTING



QUANTITIES.







TO ACCOMMODATE SKEW

CLEAR FROM FACE OF CONCRETE

POSITION THIS 5e2 BAR 2"

PART SECTION F-F

3 3 3 EQ. SP.

8-5e1

5e1

5c3

5e2 5f4

~

~

10

5c14

F F

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

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2100-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

5d9

5d8

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

CH

AN

GE

D

NO

TE

AB

OU

T

BA

RRIE

R

RAIL

BA

RS 5c3

&

5c14

TO

BA

RRIE

R

RAIL

QT

YS. I

NS

TE

AD

OF

BRI

DG

E

DE

CK

QT

YS.

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 3 EQ. SP.

8-5e1

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

14-5e2

5e1

5f3

5c3

5e2

~

~

1'-

7

SECTION C-C

6'-0

3'-

10

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.

10


5c14

6'-0 WING EXTENSION



DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5b2

5e1

5f4

C C

2'-1

1'-

6

MI

N.

1'-

6

2

2ƒ"CL.

PART

~5c3

~5c14

5e2

1'-

6

MI

N.



SECTION D-D

9•

7•

2

5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

(WITH KEYWAYS)

CONSTRUCTION JOINT

5d8

5d9

4

EQ.

SP

A.;5f

BA

RS

7'-0 ABUTMENT WING

SE

E

AB

UT

ME

NT

WI

NG

SH

EE

T

8a2

5d9

5d8

*PVC PIPE*PVC PIPE



5-8a2

&

5-8a3

2'-10 2'-4*PVC PIPE




FOR BOTTOM FOOTING



QUANTITIES.







TO ACCOMMODATE SKEW



F F

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

PART SECTION F-F

3 3 3 EQ. SP.

8-5e1

5e1

5c3

5e2 5f4

~

~

10

5c14

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2100-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

5d8

5d9

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

CH

AN

GE

D

NO

TE

AB

OU

T

BA

RRIE

R

RAIL

BA

RS 5c3

&

5c14

TO

BA

RRIE

R

RAIL

QT

YS. I

NS

TE

AD

OF

BRI

DG

E

DE

CK

QT

YS.

COUNTY




2

ELEV. G ELEV. H

2ƒ"CL.

ELEV.I

PART

SECTION D-D

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

5c3

~

~

SECTION C-C

3'-

10

~5c3

~5c14

5e2

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.





1'-

6

MI

N.

DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5b2

5e1

5f4

C

2'-1

1'-

6

MI

N.

1'-

6


8'-0

5h2 (BACK FACE)

5h4 (TRAFFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

C

(WITH KEYWAYS)

CONSTRUCTION JOINT

1'-

7

9•

7•

2

5d8

5d9


8-5e118 - 5e2

5e2 5e1

5f3

5c14

8'-0 WING EXTENSION

10

5

EQ.

SP

A.; 5f

BA

RS

7'-0 ABUTMENT WING

SE

E

AB

UT

ME

NT

WI

NG

SH

EE

T

8a2

5d9

5d8

*PVC PIPE

*PVC PIPE



5-8a2

&

5-8a3

2'-10 2'-4

*PVC PIPE




FOR BOTTOM FOOTING



QUANTITIES.







F F

3 3 3 EQ. SP.

8-5e1

5f4

5e1

5c3 ~ 5e2

~

PART SECTION F-F

10

5c14

TO ACCOMMODATE SKEW



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

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2101-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

5d8

5d9

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

CH

AN

GE

D

NO

TE

AB

OU

T

BA

RRIE

R

RAIL

BA

RS 5c3

&

5c14

TO

BA

RRIE

R

RAIL

QT

YS. I

NS

TE

AD

OF

BRI

DG

E

DE

CK

QT

YS.

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 3 EQ. SP.

8-5e1

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

14-5e2

5e1

5f3

5c3

5e2

~

~

1'-

7

SECTION C-C

6'-0

3'-

10

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.

10


5c14

6'-0 WING EXTENSION



DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5b2

5e1

5f4

C C

2'-1

1'-

6

MI

N.

1'-

6

2

2ƒ"CL.

PART

~5c3

~5c14

5e2

1'-

6

MI

N.



SECTION D-D

9•

7•

2

5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

(WITH KEYWAYS)

CONSTRUCTION JOINT

5d8

5d9

4

EQ.

SP

A.;5f

BA

RS

7'-0 ABUTMENT WING

SE

E

AB

UT

ME

NT

WI

NG

SH

EE

T

8a2

5d9

5d8

*PVC PIPE*PVC PIPE



5-8a2

&

5-8a3

2'-10 2'-4*PVC PIPE




FOR BOTTOM FOOTING



QUANTITIES.







TO ACCOMMODATE SKEW



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

F F

3 3 3 EQ. SP.

8-5e1

5f4

5e1

5c3 ~ 5e2

~

PART SECTION F-F

10

5c14

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2101-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

5d8

5d9

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

CH

AN

GE

D

NO

TE

AB

OU

T

BA

RRIE

R

RAIL

BA

RS 5c3

&

5c14

TO

BA

RRIE

R

RAIL

QT

YS. I

NS

TE

AD

OF

BRI

DG

E

DE

CK

QT

YS.

COUNTY




2

ELEV. G ELEV. H

2ƒ"CL.

ELEV.I

PART

SECTION D-D

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

5c3

~

~

SECTION C-C

3'-

10

~5c3

~5c14

5e2

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.





1'-

6

MI

N.

DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5b2

5e1

5f4

C

2'-1

1'-

6

MI

N.

1'-

6


8'-0

5h2 (BACK FACE)

5h4 (TRAFFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

C

(WITH KEYWAYS)

CONSTRUCTION JOINT

1'-

7

9•

7•

2

5d8

5d9


8-5e118 - 5e2

5e2 5e1

5f3

5c14

8'-0 WING EXTENSION

10

5

EQ.

SP

A.; 5f

BA

RS

7'-0 ABUTMENT WING

SE

E

AB

UT

ME

NT

WI

NG

SH

EE

T

8a2

5d9

5d8

*PVC PIPE

*PVC PIPE



5-8a2

&

5-8a3

2'-10 2'-4

*PVC PIPE




FOR BOTTOM FOOTING



QUANTITIES.







F F

5f4

3 3

5e1

5e2

8-5e1

3 EQ. SP.

10

~5c3

TO ACCOMMODATE SKEW



PART SECTION F-F

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

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2102-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

5d8

5d9

~5c14

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

CH

AN

GE

D

NO

TE

AB

OU

T

BA

RRIE

R

RAIL

BA

RS 5c3

&

5c14

TO

BA

RRIE

R

RAIL

QT

YS. I

NS

TE

AD

OF

BRI

DG

E

DE

CK

QT

YS.

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 3 EQ. SP.

8-5e1

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

14-5e2

5e1

5f3

5c3

5e2

~

~

1'-

7

SECTION C-C

6'-0

3'-

10

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.

10


5c14

6'-0 WING EXTENSION



DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5b2

5e1

5f4

C C

2'-1

1'-

6

MI

N.

1'-

6

2

2ƒ"CL.

PART

~5c3

~5c14

5e2

1'-

6

MI

N.



SECTION D-D

9•

7•

2

5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

(WITH KEYWAYS)

CONSTRUCTION JOINT

5d8

5d9

4

EQ.

SP

A.;5f

BA

RS

7'-0 ABUTMENT WING

SE

E

AB

UT

ME

NT

WI

NG

SH

EE

T

8a2

5d9

5d8

*PVC PIPE*PVC PIPE



5-8a2

&

5-8a3

2'-10 2'-4*PVC PIPE




FOR BOTTOM FOOTING



QUANTITIES.







TO ACCOMMODATE SKEW



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

F F

5f4

3 3

5e1

5e2

8-5e1

3 EQ. SP.

10

~5c3

PART SECTION F-F

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2102-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

5d8

5d9

~5c14

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

CH

AN

GE

D

NO

TE

AB

OU

T

BA

RRIE

R

RAIL

BA

RS 5c3

&

5c14

TO

BA

RRIE

R

RAIL

QT

YS. I

NS

TE

AD

OF

BRI

DG

E

DE

CK

QT

YS.

COUNTY




2

ELEV. G ELEV. H

2ƒ"CL.

ELEV.I

PART

SECTION D-D

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

5c3

~

~

SECTION C-C

3'-

10

~5c3

~5c14

5e2

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.





1'-

6

MI

N.

DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5b2

5e1

5f4

C

2'-1

1'-

6

MI

N.

1'-

6


8'-0

5h2 (BACK FACE)

5h4 (TRAFFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

C

(WITH KEYWAYS)

CONSTRUCTION JOINT

1'-

7

9•

7•

2

5d8

5d9


8-5e118 - 5e2

5e2 5e1

5f3

5c14

8'-0 WING EXTENSION

10

5

EQ.

SP

A.; 5f

BA

RS

7'-0 ABUTMENT WING

SE

E

AB

UT

ME

NT

WI

NG

SH

EE

T

8a2

5d9

5d8

*PVC PIPE

*PVC PIPE



5-8a2

&

5-8a3

2'-10 2'-4

*PVC PIPE




FOR BOTTOM FOOTING



QUANTITIES.







F

PART SECTION F-F

3 3 3 EQ. SP.

8-5e1

5e1

5c3 5e2

5f4

~

~

~

10

TO ACCOMMODATE SKEW



5c14

5c16

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

F

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2103-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

5d8

5d9

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

CH

AN

GE

D

NO

TE

AB

OU

T

BA

RRIE

R

RAIL

BA

RS 5c3

&

5c14

TO

BA

RRIE

R

RAIL

QT

YS. I

NS

TE

AD

OF

BRI

DG

E

DE

CK

QT

YS.

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 3 EQ. SP.

8-5e1

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

14-5e2

5e1

5f3

5c3

5e2

~

~

1'-

7

SECTION C-C

6'-0

3'-

10

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.

10


5c14

6'-0 WING EXTENSION



DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5b2

5e1

5f4

C C

2'-1

1'-

6

MI

N.

1'-

6

2

2ƒ"CL.

PART

~5c3

~5c14

5e2

1'-

6

MI

N.



SECTION D-D

9•

7•

2

5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

(WITH KEYWAYS)

CONSTRUCTION JOINT

5d8

5d9

4

EQ.

SP

A.;5f

BA

RS

7'-0 ABUTMENT WING

SE

E

AB

UT

ME

NT

WI

NG

SH

EE

T

8a2

5d9

5d8

*PVC PIPE*PVC PIPE



5-8a2

&

5-8a3

2'-10 2'-4*PVC PIPE




FOR BOTTOM FOOTING



QUANTITIES.







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

F F

PART SECTION F-F

3 3 3 EQ. SP.

8-5e1

5e1

5c3 5e2

5f4

~

~

~

10

TO ACCOMMODATE SKEW



5c14

5c16

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2103-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

5d8

5d9

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

CH

AN

GE

D

NO

TE

AB

OU

T

BA

RRIE

R

RAIL

BA

RS 5c3

&

5c14

TO

BA

RRIE

R

RAIL

QT

YS. I

NS

TE

AD

OF

BRI

DG

E

DE

CK

QT

YS.

COUNTY




2

ELEV. G ELEV. H

2ƒ"CL.

ELEV.I

PART

SECTION D-D

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

5c3

~

~

SECTION C-C

3'-

10

~5c3

~5c14

5e2

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.





1'-

6

MI

N.

DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5b2

5e1

5f4

C

2'-1

1'-

6

MI

N.

1'-

6


8'-0

5h2 (BACK FACE)

5h4 (TRAFFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

C

(WITH KEYWAYS)

CONSTRUCTION JOINT

1'-

7

9•

7•

2

5d8

5d9


8-5e118 - 5e2

5e2 5e1

5f3

5c14

8'-0 WING EXTENSION

10

5

EQ.

SP

A.; 5f

BA

RS

7'-0 ABUTMENT WING

SE

E

AB

UT

ME

NT

WI

NG

SH

EE

T

8a2

5d9

5d8

*PVC PIPE

*PVC PIPE



5-8a2

&

5-8a3

2'-10 2'-4

*PVC PIPE




FOR BOTTOM FOOTING



QUANTITIES.







PART SECTION F-F

3 3 3 EQ. SP.

8-5e1

5f4

5e1 ~

5c3

5e2

~ ~

10

TO ACCOMMODATE SKEW



5c16

5c14

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

F F

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2104-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

5d8

5d9

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

CH

AN

GE

D

NO

TE

AB

OU

T

BA

RRIE

R

RAIL

BA

RS 5c3

&

5c14

TO

BA

RRIE

R

RAIL

QT

YS. I

NS

TE

AD

OF

BRI

DG

E

DE

CK

QT

YS.

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 3 EQ. SP.

8-5e1

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

14-5e2

5e1

5f3

5c3

5e2

~

~

1'-

7

SECTION C-C

6'-0

3'-

10

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.

10


5c14

6'-0 WING EXTENSION



DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5b2

5e1

5f4

C C

2'-1

1'-

6

MI

N.

1'-

6

2

2ƒ"CL.

PART

~5c3

~5c14

5e2

1'-

6

MI

N.



SECTION D-D

9•

7•

2

5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

(WITH KEYWAYS)

CONSTRUCTION JOINT

5d8

5d9

4

EQ.

SP

A.;5f

BA

RS

7'-0 ABUTMENT WING

SE

E

AB

UT

ME

NT

WI

NG

SH

EE

T

8a2

5d9

5d8

*PVC PIPE*PVC PIPE



5-8a2

&

5-8a3

2'-10 2'-4*PVC PIPE




FOR BOTTOM FOOTING



QUANTITIES.







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

F F

PART SECTION F-F

3 3 3 EQ. SP.

8-5e1

5f4

5e1 ~

5c3

5e2

~ ~

10

TO ACCOMMODATE SKEW



5c16

5c14

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2104-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

5d8

5d9

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

CH

AN

GE

D

NO

TE

AB

OU

T

BA

RRIE

R

RAIL

BA

RS 5c3

&

5c14

TO

BA

RRIE

R

RAIL

QT

YS. I

NS

TE

AD

OF

BRI

DG

E

DE

CK

QT

YS.

COUNTY




2

ELEV. G ELEV. H

2ƒ"CL.

ELEV.I

PART

SECTION D-D

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

5c3

~

~

SECTION C-C

3'-

10

~5c3

~5c14

5e2

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.





1'-

6

MI

N.

DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5b2

5e1

5f4

C

2'-1

1'-

6

MI

N.

1'-

6


8'-0

5h2 (BACK FACE)

5h4 (TRAFFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

C

(WITH KEYWAYS)

CONSTRUCTION JOINT

1'-

7

9•

7•

2

5d8

5d9


8-5e118 - 5e2

5e2 5e1

5f3

5c14

8'-0 WING EXTENSION

10

5

EQ.

SP

A.; 5f

BA

RS

7'-0 ABUTMENT WING

SE

E

AB

UT

ME

NT

WI

NG

SH

EE

T

8a2

5d9

5d8

*PVC PIPE

*PVC PIPE



5-8a2

&

5-8a3

2'-10 2'-4

*PVC PIPE




FOR BOTTOM FOOTING



QUANTITIES.







3 3 3 EQ. SP.

8-5e1

5e1

5f4 5e2

PART SECTION F-F

~

10

TO ACCOMMODATE SKEW



5c14

5c16

~5c3

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

F F

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2105-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

5d8

5d9

~

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

CH

AN

GE

D

NO

TE

AB

OU

T

BA

RRIE

R

RAIL

BA

RS 5c3

&

5c14

TO

BA

RRIE

R

RAIL

QT

YS. I

NS

TE

AD

OF

BRI

DG

E

DE

CK

QT

YS.

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 3 EQ. SP.

8-5e1

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

14-5e2

5e1

5f3

5c3

5e2

~

~

1'-

7

SECTION C-C

6'-0

3'-

10

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.

10


5c14

6'-0 WING EXTENSION



DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5b2

5e1

5f4

C C

2'-1

1'-

6

MI

N.

1'-

6

2

2ƒ"CL.

PART

~5c3

~5c14

5e2

1'-

6

MI

N.



SECTION D-D

9•

7•

2

5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

(WITH KEYWAYS)

CONSTRUCTION JOINT

5d8

5d9

4

EQ.

SP

A.;5f

BA

RS

7'-0 ABUTMENT WING

SE

E

AB

UT

ME

NT

WI

NG

SH

EE

T

8a2

5d9

5d8

*PVC PIPE*PVC PIPE



5-8a2

&

5-8a3

2'-10 2'-4*PVC PIPE




FOR BOTTOM FOOTING



QUANTITIES.







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

F F

3 3 3 EQ. SP.

8-5e1

5e1

5f4 5e2

PART SECTION F-F

~

10

TO ACCOMMODATE SKEW



5c14

5c16

~5c3

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2105-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

5d8

5d9

~

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

CH

AN

GE

D

NO

TE

AB

OU

T

BA

RRIE

R

RAIL

BA

RS 5c3

&

5c14

TO

BA

RRIE

R

RAIL

QT

YS. I

NS

TE

AD

OF

BRI

DG

E

DE

CK

QT

YS.

COUNTY




2

ELEV. G ELEV. H

2ƒ"CL.

ELEV.I

PART

SECTION D-D

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

5c3

~

~

SECTION C-C

3'-

10

~5c3

~5c14

5e2

VA

R.

JOINT FILLER

EXPANSION


5c3 B.F.





1'-

6

MI

N.

DESIGN | GRADE

____ BELOW THE

PARALLEL TO AND

THIS SURFACE IS

5b2

5e1

5f4

C

2'-1

1'-

6

MI

N.

1'-

6


8'-0

5h2 (BACK FACE)

5h4 (TRAFFFIC FACE)

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

C

(WITH KEYWAYS)

CONSTRUCTION JOINT

1'-

7

9•

7•

2

5d8

5d9


8-5e118 - 5e2

5e2 5e1

5f3

5c14

8'-0 WING EXTENSION

10

5

EQ.

SP

A.; 5f

BA

RS

7'-0 ABUTMENT WING

SE

E

AB

UT

ME

NT

WI

NG

SH

EE

T

8a2

5d9

5d8

*PVC PIPE

*PVC PIPE



5-8a2

&

5-8a3

2'-10 2'-4

*PVC PIPE




FOR BOTTOM FOOTING



QUANTITIES.







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

"BTC & BTD" BEAM STUB ABUT. BAR LIST - 0° SKEW STANDARD SHEET 2106-BTCD

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2106-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

4'-10 101

RE

VIS

ED 07-14 -

CH

AN

GE

D

TH

E 5

m1

HO

RIZ

ON

TA

L

BA

R

LE

NG

TH

TO 2'-

8

TO

AC

CO

MM

OD

AT

E

TH

E 3'-

0

TR

AN

SV

ER

SE

DIS

TA

NC

E

OF

TH

E

BE

AM

ST

EP

S.

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

2'-8

6

16

28

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) 3'-6

6

6

D=2•

5b1

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


WING EXTENSION BF HORIZONTAL5h2

5h4

6

6

31

31

5d8 5h4

2'-9• 2'-9•

5‚

5‚

2'-1

D=3ƒD=3ƒ

2'-102'-10

4'-11•

17'-0

4'-11

4'-11

8'-8

8'-8

5'-10

3'-

5

4'-1•

3'-

6

10ABUTMENT NOTES:

? WING EXTENSION

? WING EXTENSION

WING EXTENSION VERTICAL

ABUTMENT QUANTITIES

ON THE SUMMARY QUANTITIES SHEET.

CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED

NOTE:

BY 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

DECK IS POURED.

THE MASKWALL IS TO BE POURED BEFORE THE SUPERSTRUCTURE

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

MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR

2'-8

5'-8


D=6

3'-

0

8a3

7'-7

D=6

3'-

0

1'-

5

8a2

10

10 12'-7 336

398

24

"BTE" BEAM STUB ABUT. BAR LIST - 0° SKEW STANDARD SHEET 2106-BTE

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2106-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

4'-10 120

10'-1 TO 10'-11

AD

DE

D 2'-

0

TO

TH

E

HO

RIZ

ON

TA

L

LE

G

OF

TH

E 8a2

BA

RS

TO

AC

CO

MM

OD

AT

E

TH

E

FU

LL

LE

NG

TH

OF

TH

E

WI

NG

EX

TE

NSI

ON

AN

D

AB

UT

ME

NT

FO

OTI

NG.

RE

VIS

ED 07-14 -

CH

AN

GE

D

TH

E 5

m1

HO

RIZ

ON

TA

L

BA

R

LE

NG

TH

TO 2'-

8

TO

AC

CO

MM

OD

AT

E

TH

E 3'-

0

TR

AN

SV

ER

SE

DIS

TA

NC

E

OF

TH

E

BE

AM

ST

EP

S.

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

2'-8

16

28

3'-5

ABUT. ABUT.


BACKWALL DOWELS


VARIES

4'-2

? WING MASKWALL

? WING MASKWALL

14'-0

PAVING NOTCH



BA


6

6

D=2•

5b1

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





5h4

6

6

31

31

5d8 5h4

2'-9• 2'-9•

5‚

5‚

2'-1

D=3ƒD=3ƒ

4'-11•

2'-102'-10

17'-0

10 146

4'-11

4'-11

7'-10

10'-8

10'-8

32 147

14

14

156

156

4'-1•

3'-

6

3'-

5

10ABUTMENT NOTES:

? WING EXTENSION

? WING EXTENSION


ABUTMENT QUANTITIES



NOTE:










SPECIFICATIONS.






2x6's.


DECK IS POURED.




2'-8

5'-8


"BTC & BTD" BEAM STUB ABUT. BAR LIST - 0°01' - 7°30' SKEW

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

STANDARD SHEET 2107-BTCD

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2107-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

RE

VIS

ED 07-14 -

CH

AN

GE

D

TH

E 5

m1

HO

RIZ

ON

TA

L

BA

R

LE

NG

TH

TO 2'-

8

TO

AC

CO

MM

OD

AT

E

TH

E 3'-

0

TR

AN

SV

ER

SE

DIS

TA

NC

E

OF

TH

E

BE

AM

ST

EP

S.

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

2'-8

6

16

28

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

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





5h4

6

6

31

31

5d8 5h4

2'-9• 2'-9•

5‚

5‚

2'-1

D=3ƒD=3ƒ

2'-102'-10

4'-11•

17'-0

4'-11

4'-11

8'-8

8'-8

5'-10

3'-

5

4'-1•

3'-

6

10ABUTMENT NOTES:

? WING EXTENSION

? WING EXTENSION


ABUTMENT QUANTITIES



NOTE:










SPECIFICATIONS.






2x6's.


DECK IS POURED.




2'-8

5'-8


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


12

12

STANDARD SHEET 2107-BTE"BTE" BEAM STUB ABUT. BAR LIST - 0°01' - 7°30' SKEW

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2710-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

RE

VIS

ED 07-14 -

CH

AN

GE

D

TH

E 5

m1

HO

RIZ

ON

TA

L

BA

R

LE

NG

TH

TO 2'-

8

TO

AC

CO

MM

OD

AT

E

TH

E 3'-

0

TR

AN

SV

ER

SE

DIS

TA

NC

E

OF

TH

E

BE

AM

ST

EP

S.

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

2'-8

16

28

3'-5

ABUT. ABUT.


BACKWALL DOWELS


VARIES

4'-2

? WING MASKWALL

? WING MASKWALL

14'-0

PAVING NOTCH



BA


6

6

D=2•

5b1

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





5h4

6

6

31

31

5d8 5h4

2'-9• 2'-9•

5‚

5‚

2'-1

D=3ƒD=3ƒ

4'-11•

2'-102'-10

17'-0

10 146

4'-11

4'-11

7'-10

10'-8

10'-8

32 147

14

14

156

156

4'-1•

3'-

6

3'-

5

10ABUTMENT NOTES:

? WING EXTENSION

? WING EXTENSION


ABUTMENT QUANTITIES



NOTE:










SPECIFICATIONS.






2x6's.


DECK IS POURED.




2'-8

5'-8


"BTC & BTD" BEAM STUB ABUT. BAR LIST - 7°30' - 15° SKEW

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

STANDARD SHEET 2108-BTCD

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2108-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

RE

VIS

ED 07-14 -

CH

AN

GE

D

TH

E 5

m1

HO

RIZ

ON

TA

L

BA

R

LE

NG

TH

TO 2'-

8

TO

AC

CO

MM

OD

AT

E

TH

E 3'-

0

TR

AN

SV

ER

SE

DIS

TA

NC

E

OF

TH

E

BE

AM

ST

EP

S.

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

2'-8

6

16

28

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

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





5h4

6

6

31

31

5d8 5h4

2'-9• 2'-9•

5‚

5‚

2'-1

D=3ƒD=3ƒ

2'-102'-10

4'-11•

17'-0

4'-11

4'-11

8'-8

8'-8

5'-10

3'-

5

4'-1•

3'-

6

10ABUTMENT NOTES:

? WING EXTENSION

? WING EXTENSION


ABUTMENT QUANTITIES



NOTE:










SPECIFICATIONS.






2x6's.


DECK IS POURED.




2'-8

5'-8


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


12

12

STANDARD SHEET 2108-BTE"BTE" BEAM STUB ABUT. BAR LIST - 7°30' - 15° SKEW

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2108-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

RE

VIS

ED 07-14 -

CH

AN

GE

D

TH

E 5

m1

HO

RIZ

ON

TA

L

BA

R

LE

NG

TH

TO 2'-

8

TO

AC

CO

MM

OD

AT

E

TH

E 3'-

0

TR

AN

SV

ER

SE

DIS

TA

NC

E

OF

TH

E

BE

AM

ST

EP

S.

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

2'-8

16

28

3'-5

ABUT. ABUT.


BACKWALL DOWELS


VARIES

4'-2

? WING MASKWALL

? WING MASKWALL

14'-0

PAVING NOTCH



BA


6

6

D=2•

5b1

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





5h4

6

6

31

31

5d8 5h4

2'-9• 2'-9•

5‚

5‚

2'-1

D=3ƒD=3ƒ

4'-11•

2'-102'-10

17'-0

10 146

4'-11

4'-11

7'-10

10'-8

10'-8

32 147

14

14

156

156

4'-1•

3'-

6

3'-

5

10ABUTMENT NOTES:

? WING EXTENSION

? WING EXTENSION


ABUTMENT QUANTITIES



NOTE:










SPECIFICATIONS.






2x6's.


DECK IS POURED.




2'-8

5'-8


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

STANDARD SHEET 2109-BTCD"BTC & BTD" BEAM STUB ABUT. BAR LIST - 15°01' - 30' SKEW

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2109-

BT

CD -

THIS

SH

EE

T IS

SU

ED 07-08.

RE

VIS

ED 07-14 -

CH

AN

GE

D

TH

E 5

m1

HO

RIZ

ON

TA

L

BA

R

LE

NG

TH

TO 2'-

8

TO

AC

CO

MM

OD

AT

E

TH

E 3'-

0

TR

AN

SV

ER

SE

DIS

TA

NC

E

OF

TH

E

BE

AM

ST

EP

S.

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

2'-8

6

16

28

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

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





5h4

6

6

31

31

5d8 5h4

2'-9• 2'-9•

5‚

5‚

2'-1

D=3ƒD=3ƒ

2'-102'-10

4'-11•

17'-0

4'-11

4'-11

8'-8

8'-8

5'-10

3'-

5

4'-1•

3'-

6

10ABUTMENT NOTES:

? WING EXTENSION

? WING EXTENSION


ABUTMENT QUANTITIES



NOTE:










SPECIFICATIONS.






2x6's.


DECK IS POURED.




2'-8

5'-8


26

5

5

5

5

VARIES8a4

8a5

WING FOOTING

WING FOOTING


12

12

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

STANDARD SHEET 2109-BTE"BTE" BEAM STUB ABUT. BAR LIST - 15°01' - 30' SKEW

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 2109-

BT

E -

THIS

SH

EE

T IS

SU

ED 07-08.

RE

VIS

ED 07-14 -

CH

AN

GE

D

TH

E 5

m1

HO

RIZ

ON

TA

L

BA

R

LE

NG

TH

TO 2'-

8

TO

AC

CO

MM

OD

AT

E

TH

E 3'-

0

TR

AN

SV

ER

SE

DIS

TA

NC

E

OF

TH

E

BE

AM

ST

EP

S.

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

2'-8

16

28

3'-5

ABUT. ABUT.


BACKWALL DOWELS


VARIES

4'-2

? WING MASKWALL

? WING MASKWALL

14'-0

PAVING NOTCH



BA


6

6

D=2•

5b1

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





5h4

6

6

31

31

5d8 5h4

2'-9• 2'-9•

5‚

5‚

2'-1

D=3ƒD=3ƒ

4'-11•

2'-102'-10

17'-0

10 146

4'-11

4'-11

7'-10

10'-8

10'-8

32 147

14

14

156

156

4'-1•

3'-

6

3'-

5

10ABUTMENT NOTES:

? WING EXTENSION

? WING EXTENSION


ABUTMENT QUANTITIES



NOTE:










SPECIFICATIONS.






2x6's.


DECK IS POURED.




2'-8

5'-8

6/26/2015 1:27:43 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4542-BTCDE 11x17_pdf.pltcfg

6

8

2

88

COUNTY




PART PLAN

‚

| PIER

1" MIN.

TYP.

TOP OF FIXED PIER DETAILS

SECTION A-A

JOINT FILLER.

EXPANSION

‚" PREFORMED

2'-

0

5e5

5b1 & b2

5b1

6a1

| ABUTMENT BEARING

5d4 5e3

5d3

5e6

5d2

| BEARINGS

| PIER

5d4 5e3

5d3

5e1

5d2

| PIER | BEARINGS

7'-0 END SECTION

PART LONGITUDINAL SECTION NEAR GUTTER

5b1

5b1

EXPAN. PIERFIXED PIER

TOP OF DECK

5j1

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

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

ABUTMENTS.

TO BACKFILLING BEHIND

EXPANDING FOAM PRIOR

PLUG 3"½ PVC PIPE WITH

NOTE:

6 TYP.

6

TY

P.

PVC PIPE

1'-0

2'-0

1'-01'-0 1'-0

2'-0

SEE DETAIL "A"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

CONCRETE SEALER

LIMITS OF

2'-0

5'-0

PRESTRESSED BEAM

CONCRETE SEALER LIMITS FOR

BEARINGS

| BEAM

BEARINGS

| BEAM

8" END OF BEAM TO | BEAM BEARING

6d5

6d6

DETAILED ON THIS SHEET.

THAT ARE NOT EMBEDDED IN THE ABUTMENT DIAPHRAGMS AS

SHALL INCLUDE PORTIONS OF THE PRESTRESSED BEAM END

2403.03, P, 3, OF THE STANDARD SPECIFICATIONS. THE SEALING

AND PRESTRESSED BEAM ENDS IN ACCORDANCE WITH ARTICLE

CONCRETE SEALER SHALL BE APPLIED TO THE ABUTMENT SEAT

SEE DESIGN SHEET ____ FOR BARRIER RAIL LAYOUT AND DETAILS

(`FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ____`).

AT 50° F.

COIL ROD

ƒ"½x1'-3

5d4

5e6

5e3

5d3

COIL ROD

ƒ"½x1'-3

(BENT ).

| PIER

COIL ROD

ƒ"½x1'-3

5d4

5e3

5d3

COIL ROD

ƒ"½x1'-3

(BENT ).

| PIER

5e1

5e2 5e2 5e7 5e4

PART PLAN VIEW

PART SECTION

ƒ"½x1'-3 COIL ROD

END OF SLAB

FACE OF BACKWALL

5e5

EXPAN. PIER FIXED PIER

1'-

7R

OA

DW

AY

| BEAMS

| ABUTMENT BEARING (VERTICAL)

9 9

6

6

END OF ABUTMENT DIAPHRAGM

A

BEARING

| BEAM

| BEAM

| PIER

STEPS, SIDES AND ENDS OF KEYWAYS.

JOINT FILLER AROUND BEARINGS, FACE OF

1" THICK STRIPS OF PREFORMED EXPANSIONA

DETAILS SEE DESIGN SHEET ??

FOR BARRIER RECESS AND PLATE

PVC PIPE

PVC PIPE

2'-

0

2'-

0

1'-

8

1'-

8

1'-

8

1'-

8

OF DIAPHRAGM HOOP BARS BETWEEN BEAMS`)

(`SEE CROSS SECTION THRU SLAB FOR NUMBER

1'-

81'-

8E

Q.

SP

S.; 5

e5

2'-4•

PAD (9`x`1"`x`2'-4•)

NEOPRENE BEARING

1'-

0

BY BEVELED 2`x`8

KEYWAY FORMED

1'-

0

STANDARD SHEET 4542-BTCDEPART PLAN & LONGIT. SECTION - "BTC", "BTD" OR "BTE" BEAMS, STUB ABUT., 0° SKEW

2'-3 2'-3

1'-1• 1'-1• 1'-1• 1'-1•

2'-1 1'-9

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4542-

BT

CD

E -

THIS

SH

EE

T IS

SU

ED 07-08.

EQ.

SP

S.

EQ.

SP

S.

5e6

&̀5̀e3

5e1̀

&5̀e3

1'-

7

2'-0

1'-9

6d5

6d6

CO

RR

EC

TI

ON 10-10 -

CO

NC

RE

TE

SE

AL

ER

AR

TIC

LE 2403.2

1

D

CH

AN

GE

D

TO

AR

TIC

LE 2403.0

3,

P, 3.


6

8

2

88

COUNTY




PART PLAN

‚

| PIER

1" MIN.

TYP.


SECTION A-A

JOINT FILLER.

EXPANSION

‚" PREFORMED

2'-

0

5e5

5b1 & b2

5b1

6a1

| ABUTMENT BEARING

5d4 5e3

5d3

5e6

5d2

| BEARINGS

| PIER

5d4 5e3

5d3

5e1

5d2

| PIER | BEARINGS

7'-0 END SECTION


5b1

5b1


TOP OF DECK

5j1



ABUTMENTS.




NOTE:

6 TYP.

6

TY

P.

PVC PIPE

1'-0

2'-0

1'-01'-0 1'-0

2'-0

SEE DETAIL "A"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

CONCRETE SEALER

LIMITS OF

2'-0

5'-0

PRESTRESSED BEAM


BEARINGS

| BEAM

BEARINGS

| BEAM


6d5

6d6









PART PLAN VIEW

PART SECTION

5e5

FACE OF BACKWALL

END OF SLAB

ƒ"½x1'-3 COIL ROD

AT 50° F.

COIL ROD

ƒ"½x1'-3

(BENT ).

5e2 5e7

COIL ROD

ƒ"½x1'-3

5d3

5d4

| PIER

5e6

COIL ROD

ƒ"½x1'-3

(BENT ).

5e2

COIL ROD

ƒ"½x1'-3

5e3

5d3

5d4

| PIER

5e1

RO

AD

WA

Y

1'-

7


| BEAMS


5e4

9 9

6

6


| PIER



1" THICK STRIPS OF PREFORMED EXPANSION

BY BEVELED 2 x 8.

KEYWAY FORMED

| BEAM

BEARINGS

| BEAM

A

A

PVC PIPE

PVC PIPE





2'-6 2'-6

1'-

10

1'-

10

1'-

10

1'-

10

2'-

0

2'-

0

EQ.

SP

S.; 5

e5

1'-

10

1'-

10

5e3

PAD (9 x 1 x 2'-4•)

NEOPRENE BEARING

2'-4•

STANDARD SHEET 4543-BTCDEPART PLAN & LONGIT. SECTION - "BTC", "BTD" OR "BTE" BEAMS, STUB ABUT., 0°01' - 7°30' SKEW L. A.

1'-3 1'-3 1'-3 1'-3

1'-

01'-

0

2'-1 1'-9

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4543-

BT

CD

E -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-9

EQ.

SP

S.

5e1

&

5e3

5e6

&

5e3

EQ.

SP

S.

1'-

7

2'-0

6d5 6d6

CO

RR

EC

TI

ON 10-10 -

CO

NC

RE

TE

SE

AL

ER

AR

TIC

LE 2403.2

1

D

CH

AN

GE

D

TO

AR

TIC

LE 2403.0

3,

P, 3.


6

8

2

88

COUNTY




PART PLAN

‚

| PIER

1" MIN.

TYP.


SECTION A-A

JOINT FILLER.

EXPANSION

‚" PREFORMED

2'-

0

5e5

5b1 & b2

5b1

6a1

| ABUTMENT BEARING

5d4 5e3

5d3

5e6

5d2

| BEARINGS

| PIER

5d4 5e3

5d3

5e1

5d2

| PIER | BEARINGS

7'-0 END SECTION


5b1

5b1


TOP OF DECK

5j1



ABUTMENTS.




NOTE:

6 TYP.

6

TY

P.

PVC PIPE

1'-0

2'-0

1'-01'-0 1'-0

2'-0

SEE DETAIL "A"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

CONCRETE SEALER

LIMITS OF

2'-0

5'-0

PRESTRESSED BEAM


BEARINGS

| BEAM

BEARINGS

| BEAM


6d5

6d6









| PIER




BY BEVELED 2 x 8.

KEYWAY FORMED

| BEAM

BEARINGS

| BEAM

A

A

PART PLAN VIEW

PART SECTION

5e5

FACE OF BACKWALL

END OF SLAB

ƒ"½x1'-3 COIL ROD

AT 50° F.

2'-

1

2'-

1

RO

AD

WA

Y

1'-

7


| BEAMS




PVC PIPE

PVC PIPE



EQ.

SP

S.; 5

e5

PAD (9`x`1`x`2'-4•)

NEOPRENE BEARING

2'-4•

STANDARD SHEET 4544-BTCDE


| PIER

5e2 5e7

5d3

5e6

5e3

5d4

2'-

0

)

2'-

1

2'-

1

ƒ"½x1'-3

COIL ROD

(BENT

9

6

5e1

& 5e3

EQ. SP.

2'-10

COIL ROD

ƒ"½x1'-3

| PIER

5e2 5e4

5e1

5e3

5d4

2'-

0

)

2'-

1

2'-

1

ƒ"½x1'-3

COIL ROD

(BENT

9

6

5e1

& 5e3

EQ. SP.

2'-10

COIL ROD

ƒ"½x1'-3

PART PLAN & LONGIT. SECTION - "BTC", "BTD" OR "BTE" BEAMS, STUB ABUT., 7°31' - 15° SKEW L. A.

1'-51'-5

1'-

01'-

0

2'-11'-9

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4544-

BT

CD

E -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-9

5d3

1'-

7

2'-0

6d5 6d6

CO

RR

EC

TI

ON 10-10 -

CO

NC

RE

TE

SE

AL

ER

AR

TIC

LE 2403.2

1

D

CH

AN

GE

D

TO

AR

TIC

LE 2403.0

3,

P, 3.


6

8

2

88

COUNTY




PART PLAN

‚

| PIER

1" MIN.

TYP.


SECTION A-A

JOINT FILLER.

EXPANSION

‚" PREFORMED

2'-

0

5e5

5b1 & b2

5b1

6a1

| ABUTMENT BEARING

5d4 5e3

5d3

5e6

5d2

| BEARINGS

| PIER

5d4 5e3

5d3

5e1

5d2

| PIER | BEARINGS

7'-0 END SECTION


5b1

5b1


TOP OF DECK

5j1



ABUTMENTS.




NOTE:

6 TYP.

6

TY

P.

PVC PIPE

1'-0

2'-0

1'-01'-0 1'-0

2'-0

SEE DETAIL "A"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

CONCRETE SEALER

LIMITS OF

2'-0

5'-0

PRESTRESSED BEAM


BEARINGS

| BEAM

BEARINGS

| BEAM


6d5

6d6









PART PLAN VIEW

PART SECTION

5e5

AT 50° F.

FACE OF BACKWALL

END OF SLAB

ƒ"½x1'-3 COIL ROD

RO

AD

WA

Y1'-

7

| ABUTMENT BEARING

(VERTICAL)

| BEAMS

| BEAM

51'-

2


| PIER




BY BEVELED 2 x 8.

KEYWAY FORMED

| BEAM

BEARINGS

| BEAM

A

A



PVC PIPE

PVC PIPE



EQ. SPS.; 5

e5

2'-

9

2'-

9

2'-4•

PAD (9 x 1 x 2'-4•)

NEOPRENE BEARING


EXPAN. PIER

COIL ROD

ƒ"½x1'-3

(BENT ).

| PIER

5e2 5e7

COIL ROD

ƒ"½x1'-3

5e3

5e6

5d3

5d4

3'-2

9

6

2'-

9

2'-

9

2'-

0

EQ. SPS.

5e6

& 5e3

COIL ROD

ƒ"½x1'-3

(BENT ).

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-3

5e3

5e1

5d3

5d4

3'-2

9

6

2'-

9

2'-

9

2'-

0

EQ. SPS.

5e6

& 5e3

FIXED PIER

1'-5 1'-5

PART PLAN & LONGIT. SECTION - "BTC", "BTD" OR "BTE" BEAMS, STUB ABUT., 15°01' - 30° SKEW L.A.

1'-

01'-

0

2'-1

1'-9

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4545-

BT

CD

E -

THIS

SH

EE

T IS

SU

ED 07-08. 2'-0

1'-9

6d5

6d6

CO

RR

EC

TI

ON 10-10 -

CO

NC

RE

TE

SE

AL

ER

AR

TIC

LE 2403.2

1

D

CH

AN

GE

D

TO

AR

TIC

LE 2403.0

3,

P, 3.


6

8

2

88

COUNTY




PART PLAN

‚

| PIER

1" MIN.

TYP.


SECTION A-A

JOINT FILLER.

EXPANSION

‚" PREFORMED

2'-

0

5e5

5b1 & b2

5b1

6a1

| ABUTMENT BEARING

5d4 5e3

5d3

5e6

5d2

| BEARINGS

| PIER

5d4 5e3

5d3

5e1

5d2

| PIER | BEARINGS

7'-0 END SECTION


5b1

5b1


TOP OF DECK

5j1



ABUTMENTS.




NOTE:

PVC PIPE

1'-0

2'-0

1'-01'-0 1'-0

2'-0

SEE DETAIL "A"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

CONCRETE SEALER

LIMITS OF

2'-0

5'-0

PRESTRESSED BEAM


BEARINGS

| BEAM

BEARINGS

| BEAM


6d5

6d6









PART PLAN VIEW

AT 50° F.

FACE OF BACKWALL

END OF SLAB

ƒ"½x1'-3 COIL ROD

5e5


RO

AD

WA

Y1'-

7

| BEAMS

51'-

2


| PIER




BY BEVELED 2 x 8.

KEYWAY FORMED

BEARINGS

| BEAM

| BEAM

A

A

BOTH WINGS

PVC PIPE



1'-

10

1'-

10

EQ. S

PS.; 5

e5


6 TYP.

6

TY

P.

PART PLAN & LONGIT. SECTION - "BTC", "BTD" OR "BTE" BEAMS, STUB ABUT., 0°01' - 7°30' SKEW R.A.

1'-

01'-

0

2'-1 1'-9

2'-4•

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4546-

BT

CD

E -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-9

2'-0

PART SECTION

COIL ROD

ƒ"½x1'-3

(BENT ).

5e2 5e7

COIL ROD

ƒ"½x1'-3

5d3

5d4

| PIER

5e6

COIL ROD

ƒ"½x1'-3

(BENT ).

5e2

COIL ROD

ƒ"½x1'-3

5e3

5d3

5d4

| PIER

5e1


5e4

9 9

6

6



2'-6 2'-6

1'-

10

1'-

10

1'-

10

1'-

10

2'-

0

2'-

0

5e3

1'-31'-3 1'-31'-3

EQ. S

PS.

5e1

&

5e3

5e6

&

5e3

EQ. S

PS.

6d5

6d6

CO

RR

EC

TI

ON 10-10 -

CO

NC

RE

TE

SE

AL

ER

AR

TIC

LE 2403.2

1

D

CH

AN

GE

D

TO

AR

TIC

LE 2403.0

3,

P, 3.


6

8

2

88

COUNTY




PART PLAN

‚

| PIER

1" MIN.

TYP.


SECTION A-A

JOINT FILLER.

EXPANSION

‚" PREFORMED

2'-

0

5e5

5b1 & b2

5b1

6a1

| ABUTMENT BEARING

5d4 5e3

5d3

5e6

5d2

| BEARINGS

| PIER

5d4 5e3

5d3

5e1

5d2

| PIER | BEARINGS

7'-0 END SECTION


5b1

5b1


TOP OF DECK

5j1



ABUTMENTS.




NOTE:

PVC PIPE

1'-0

2'-0

1'-01'-0 1'-0

2'-0

SEE DETAIL "A"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

CONCRETE SEALER

LIMITS OF

2'-0

5'-0

PRESTRESSED BEAM


BEARINGS

| BEAM

BEARINGS

| BEAM


6d5

6d6









PART PLAN VIEW

PART SECTION

AT 50° F.

FACE OF BACKWALL

END OF SLAB

ƒ"½x1'-3 COIL ROD

5e5


1'-

7R

OA

DW

AY

| BEAMS

| BEAM


| PIER




BY BEVELED 2 x 8.

KEYWAY FORMED

| BEAM

A

A



BOTH WINGS

PVC PIPE



EQ. S

PS.; 5

e5

2'-

1

2'-

1



| PIER

5e2 5e7

5d3

5e6

5e3

5d4

2'-

0

)

2'-

1

2'-

1

ƒ"½x1'-3

COIL ROD

(BENT

9

6

5e1 & 5e3

EQ. S

P.

2'-10

COIL ROD

ƒ"½x1'-3

| PIER

5e2 5e4

5d3

5e1

5e3

5d4

2'-

0

)

2'-

1

2'-

1

ƒ"½x1'-3

COIL ROD

(BENT

9

6

5e1 & 5e3

EQ. S

P.

2'-10

COIL ROD

ƒ"½x1'-3

6 TYP.

6

TY

P.

1'-51'-5

PART PLAN & LONGIT. SECTION - "BTC", "BTD" OR "BTE" BEAMS, STUB ABUT., 7°31' - 15° SKEW R.A.

2'-4•

1'-9

2'-1

1'-

01'-

0

PAD (9 x 1 x 2'-4•)

NEOPRENE BEARING

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4547-

BT

CD

E -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-9

1'-

7

2'-0

6d5 6d6

CO

RR

EC

TI

ON 10-10 -

CO

NC

RE

TE

SE

AL

ER

AR

TIC

LE 2403.2

1

D

CH

AN

GE

D

TO

AR

TIC

LE 2403.0

3,

P, 3.


6

8

2

88

PART PLAN

‚

| PIER

1" MIN.

TYP.


SECTION A-A

JOINT FILLER.

EXPANSION

‚" PREFORMED

2'-

0

5e5

5b1 & b2

5b1

6a1

| ABUTMENT BEARING

5d4 5e3

5d3

5e6

5d2

| BEARINGS

| PIER

5d4 5e3

5d3

5e1

5d2

| PIER | BEARINGS

7'-0 END SECTION


5b1

5b1


TOP OF DECK

5j1



ABUTMENTS.




NOTE:

PVC PIPE

1'-0

2'-0

1'-01'-0 1'-0

2'-0

SEE DETAIL "A"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

CONCRETE SEALER

LIMITS OF

2'-0

5'-0

PRESTRESSED BEAM


BEARINGS

| BEAM

BEARINGS

| BEAM


6d5

6d6









COUNTY




PART PLAN VIEW

PART SECTION

AT 50° F.

FACE OF BACKWALL

END OF SLAB

ƒ"½x1'-3 COIL ROD

5e5

(VERTICAL)

| ABUTMENT BEARING

1'-

7R

OA

DW

AY

| BEAMS

| BEAM


| PIER




BEARINGS

| BEAM

| BEAM

A

A



BOTH WINGS

PVC PIPE



2'-

9

2'-

9

EQ. S

PS.; 5

e5


EXPAN. PIER

COIL ROD

ƒ"½x1'-3

(BENT ).

| PIER

5e2 5e7

COIL ROD

ƒ"½x1'-3

5e3

5e6

5d3

5d4

3'-2

9

6

2'-

9

2'-

9

2'-

0

EQ. S

PS.

5e6

& 5e3

COIL ROD

ƒ"½x1'-3

(BENT ).

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-3

5e3

5e1

5d3

5d4

3'-2

9

6

2'-

9

2'-

9

2'-

0

EQ. S

PS.

5e6

& 5e3

FIXED PIER

6 TYP.

6

TY

P.

1'-51'-5

PART PLAN & LONGIT. SECTION - "BTC", "BTD" OR "BTE" BEAMS, STUB ABUT., 15°01' - 30° SKEW R.A.

1'-9

2'-1

1'-

01'-

0

PAD (9 x 1 x 2'-4•)

NEOPRENE BEARING

BY BEVELED 2 x 8

KEYWAY FORMED2'-4•

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4548-

BT

CD

E -

THIS

SH

EE

T IS

SU

ED 07-08.

1'-9

1'-

7

2'-0

6d5

6d6

CO

RR

EC

TI

ON 10-10 -

CO

NC

RE

TE

SE

AL

ER

AR

TIC

LE 2403.2

1

D

CH

AN

GE

D

TO

AR

TIC

LE 2403.0

3,

P, 3.


4'-7

STUB ABUT. BTC, BTD & BTE BEAMS - BAR LIST & SUPER. DETAILS - 0° SKEW

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4549-

BT

CD

E -

THIS

SH

EE

T IS

SU

ED 07-08.


2'-9

3'-0

7'-5

1'-11

1'-8

1'-11

1'-8

1'-8

1'-11 1'-11

1'-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.

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 6 6

5e1

5e4

6 6

5e3

LOCATION

TOTAL (CU. YDS.)

SECTION 1, DECK & ABUT. DIAPH.

SECTION 2, DECK

5e5

b2

5b1

ABUT. DIAPH.

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

2'-

3

QUANTITYDECK 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

6j1

1'-

4

6d5

6d6


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.


STUB ABUT. BTC, BTD & BTE BEAMS - BAR LIST & SUPER. DETAILS - 0°01' - 7°30' SKEW

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4550-

BT

CD

E -

THIS

SH

EE

T IS

SU

ED 07-08.


4'-10

7'-2

2'-9

3'-3

2'-2

1'-8

2'-2 2'-2

1'-8

2'-2

1'-8

1'-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.

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 6 6

5e1

5e4

6 6

5e3

LOCATION

TOTAL (CU. YDS.)


SECTION 2, DECK

5e5

b2

5b1

ABUT. DIAPH.


ABUT. DIAPH. HOOPS


D=2• D=2• D=2•

D=2•D=2•

6•

5e5

5e2 5d1

5e6

5e7




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



6j1

1'-

4

6d5

6d6






NOTE:









D=2•

5d4

6a2 SLAB TRANSV. TOP ENDS

6a3 SLAB TRANSV. BOTT. ENDS

STUB ABUT. BTC, BTD & BTE BEAMS - BAR LIST & SUPER. DETAILS - 7°31' - 15° SKEW

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4551-

BT

CD

E -

THIS

SH

EE

T IS

SU

ED 07-08.


3'-7

7'-2

2'-6 2'-6

2'-62'-6 2'-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.

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 6 6

5e1

5e4

6 6

5e3

LOCATION

TOTAL (CU. YDS.)


SECTION 2, DECK

5e5

b2

5b1

ABUT. DIAPH.


ABUT. DIAPH. HOOPS


D=2• D=2• D=2•

D=2•D=2•

6•

5e5

5e2 5d1

5e6

5e7




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



6j1

1'-

4

6d5

6d6






NOTE:









D=2•

5d4

6a2 SLAB TRANSV. TOP ENDS

6a3 SLAB TRANSV. BOTT. ENDS

STUB ABUT. BTC, BTD & BTE BEAMS - BAR LIST & SUPER. DETAILS - 15°01' - 30° SKEW

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4552-

BT

CD

E -

THIS

SH

EE

T IS

SU

ED 07-08.


3'-11

7'-2

2'-10 2'-10

2'-102'-6 2'-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.

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 6 6

5e1

5e4

6 6

5e3

LOCATION

TOTAL (CU. YDS.)


SECTION 2, DECK

5e5

b2

5b1

ABUT. DIAPH.


ABUT. DIAPH. HOOPS


D=2• D=2• D=2•

D=2•D=2•

6•

5e5

5e2 5d1

5e6

5e7




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



6j1

1'-

4

6d5

6d6






NOTE:








6/26/2015 1:28:00 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4556-BTC-4 11x17_pdf.pltcfg

COUNTY




8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8

STRAIGHT LINE BETWEEN HAUNCHES

TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE

SUPERSTRUCTURE NOTES:

BY THE PRESTRESSED CONCRETE BEAMS.

SURFACE.

THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED

ALL BEAMS ARE TO BE SET VERTICAL.

CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING

BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.

ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE

AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.

COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO

*

*

MI

N.

1'-

0

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, BAR HIGH CHAIRS, AND DECK BOLSTERS.

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

SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {

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

FOR NAILING TO FORMS.

HOLES IN EACH OUTSTANDING LEG

BOTH SIDES OF DRAIN WITH 2`x`‚"½

L`1‚`x`1‚`x`„`x`0'-4 WELDED TO

TUBE WITH ‚" WALL THICKNESS.

4`x`8 OUTSIDE DIMENSION ROLLED

‚" STEEL PLATE ( WELDED ) OR

`DESIGN SHEET ____.

`HAUNCH AND CAMBER DETAILS ON

* FOR DECK THICKNESS OVER BEAMS SEE

WEIGHT IS BASED ON ROLLED TUBE.

INCLUDED IN THE QUANTITY FOR "`____`".

SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS

DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.

NOTE :

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

** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.

PLACED AT THE | OF PIER.

THE MIDPOINT OF THE 'b2' BAR IS TO BE

AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND

THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING

MONOLITHICALLY WITH THE BRIDGE DECK.

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

SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE

NOTE: DRAIN WEIGHTS ARE

30'-0

55'-0

80'-0

7

7

8

8

8

8

8

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTC

SPAN

ADJACENT

LONGEST

**`4

**`4

**`7

**`4

**`4

**`6

**`4

**`4

**`7

**`8

**`9

**`9

DATA FOR ONE DRAIN

DRAIN WEIGHT (`LBS.`)

DRAIN LENGTH (`FT.`)

BEAM SIZE BTC

106

5'-5ƒ

2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

15 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

1" C

L.

| ROADWAY

SYMMETRICAL ABOUT

30'-0 ROADWAY

1'-7

LEVEL

15'-0

3'-0 PARABOLIC

CROWN

HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER

3‚

3‚

2Ž •

…

12'-0 TANGENT ON 2.0 % SLOPE

6

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

COIL ROD

ƒ"½`x`1'-3

SPACED @ 2'-0

INDENTATION

5e1

TYPICAL SPACING

2•" C

L.

5b1

8ƒ

b2

b2

( FIXED PIER SHOWN )

TYPICAL SPACING

ROD ( BENT`)

ƒ"½`x`1'-3 COIL2'-0

5b1

5b1

5 8 8

1'-0

b2

BARS IN TOP OF SLAB)

(CENTERED BETWEEN 6a

6j1 BARS AT 0'-11 |'s

6a @ 0'-11 |'S

11 1'-0Œ 5 SP. @ 0'-11• 11

1'-5Ž 6 SP. @ 0'-11•

5e5

2'-

0

MASKWALL 10

ƒ"COIL ROD

ƒ"½`x`1'-3

FILL WITH MORTAR

FILLER.

EXPANSION JOINT

•" PREFORMED

VA

R.

5d1

5e3

5d2

HALF SECTION NEAR PIER

COIL ROD

ƒ"½`x`1'-3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

( EXPANSION PIER SHOWN )

BEAMS

TOP OF FILLETS BETWEEN

STRAIGHT LINE BETWEEN

BEARING PAD

LAMINATED

2'-0

3'-6ƒ

6 SP. @ 0'-11•

5 SP. @ 0'-11•

5•

5•5• 5•5•

5• 4

4

1'-0… 1'-0Š

1'-0† 1'-0Œ

TOP OF

SLAB

OF SLAB

BOTTOM

5e2

5d3 & 5d4

5d3 & 5d4

5e2

STANDARD SHEET 4556-BTC-4 30' RDWY. PPCB ( BTC 4 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 30' - 120'`)

1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT

SLAB AREA = 22.63 SQ. FT.

5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4556-

BT

C-4 -

THIS

SH

EE

T IS

SU

ED 07-08.

3 BEAM SPACES @ 8'-8•(-) = 26'-2

1'-0†

1'-5‡

6d5 & 6d6

5b1 BARS

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED

DEPENDING ON BARRIER

SHOULD BE ON OR OFF

"REBAR EPOXY A" LEVEL

NOTE: "STAINLESS STEEL" LEVEL OR

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.

6/26/2015 1:28:02 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4556-BTD-4 11x17_pdf.pltcfg

COUNTY




8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.








*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


30'-0

55'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTD

SPAN

ADJACENT

LONGEST

7

7

8

8

8

8

9

9

**`4

**`8

**`8

**`5

**`6

**`7

**`6

**`4

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTD

120

6'-2ƒ

2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

15 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

1" C

L.

| ROADWAY

SYMMETRICAL ABOUT

30'-0 ROADWAY

1'-7

LEVEL

15'-0

3'-0 PARABOLIC

CROWN


3‚

3‚

2Ž •

…


6

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

COIL ROD

ƒ"½`x`1'-3

SPACED @ 2'-0

INDENTATION

5e1

TYPICAL SPACING

2•" C

L.

5b1

8ƒ

b2

b2


TYPICAL SPACING

ROD ( BENT`)

ƒ"½`x`1'-3 COIL2'-0

5b1

5b1

5 8 8

1'-0

b2



6j1 BARS AT 0'-11 |'s

6a @ 0'-11 |'S

11 1'-0Œ 5 SP. @ 0'-11• 11

1'-5Ž 6 SP. @ 0'-11•

5e5

2'-

0

MASKWALL 10

ƒ"COIL ROD

ƒ"½`x`1'-3

FILL WITH MORTAR

FILLER.

EXPANSION JOINT

•" PREFORMED

VA

R.

5d1

5e3

5d2


COIL ROD

ƒ"½`x`1'-3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL


BEAMS



BEARING PAD

LAMINATED

2'-0

3'-6ƒ

5e2

5d3 & 5d4

5•5•1'-0†

1'-0…5• 5•

5•5•

4

41'-0Œ

1'-0Š7 SP. @ 0'-11•

6 SP. @ 0'-11•

TOP OF

SLAB

BOTTOM

OF SLAB

5e2

5d3 & 5d4

STANDARD SHEET 4556-BTD-4 30' RDWY. PPCB ( BTD 4 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 50' - 135'`)

1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4556-

BT

D-4 -

THIS

SH

EE

T IS

SU

ED 07-08.

3 BEAM SPACES @ 8'-8•(-) = 26'-2

1'-0†

1'-5‡

6d5 & 6d6

5b1 BARS

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



6/26/2015 1:28:03 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4556-BTE-4 11x17_pdf.pltcfg

30'-0

55'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTE

SPAN

ADJACENT

LONGEST

7

7

7

8

8

8

9

9

**`4

**`8

**`6

**`7

**`7

**`6

**`5

9

9

**`8

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTE

136

6'-11ƒ

8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.








*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


COUNTY




2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

15 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

1" C

L.

| ROADWAY

SYMMETRICAL ABOUT

30'-0 ROADWAY

1'-7

LEVEL

15'-0

3'-0 PARABOLIC

CROWN


3‚

3‚

2Ž •

…


6

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

COIL ROD

ƒ"½`x`1'-3

SPACED @ 2'-0

INDENTATION

5e1

TYPICAL SPACING

2•" C

L.

5b1

8ƒ

b2

b2


TYPICAL SPACING

ROD ( BENT`)

ƒ"½`x`1'-3 COIL2'-0

5b1

5b1

5 8 8

1'-0

b2



6j1 BARS AT 0'-11 |'s

6a @ 0'-11 |'S

11 1'-0Œ 5 SP. @ 0'-11• 11

1'-5Ž 6 SP. @ 0'-11•

5e5

2'-

0

MASKWALL 10

ƒ"

COIL ROD

ƒ"½`x`1'-3

FILL WITH MORTAR

FILLER.

EXPANSION JOINT

•" PREFORMED

VA

R.

5d1

5e3

5d2


COIL ROD

ƒ"½`x`1'-3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL


BEAMS



BEARING PAD

LAMINATED

2'-0

3'-6ƒ

6 SP. @ 0'-11•

5 SP. @ 0'-11•

5•

5•5•

5•

5•5•

4

4

1'-0… 1'-0Š

1'-0† 1'-0Œ

TOP OF

SLAB

BOTTOM

OF SLAB

5e2

5e2

5d3 & 5d4

STANDARD SHEET 4556-BTE-4 30' RDWY. PPCB ( BTE 4 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 60' - 150'`)

1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4556-

BT

E-4 -

THIS

SH

EE

T IS

SU

ED 07-08.

3 BEAM SPACES @ 8'-8•(-) = 26'-2

1'-0†

1'-5‡

6d5 & 6d6

5b1 BARS

5d3 & 5d4

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF




30'-0

55'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTE

SPAN

ADJACENT

LONGEST

7

7

7

8

8

8

9

9

**`4

**`8

**`6

**`7

**`7

**`6

**`5

9

9

**`8

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTE

136

6'-11ƒ

8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.








*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


COUNTY




2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

9 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

1" C

L.

| ROADWAY

SYMMETRICAL ABOUT

30'-0 ROADWAY

1'-7

LEVEL

15'-0

3'-0 PARABOLIC

CROWN


3‚

3‚

2Ž

1‚

…


6

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

COIL ROD

ƒ"½`x`1'-3

ƒ"

SPACED @ 2'-0

INDENTATION

5e1

TYPICAL SPACING

2•" C

L.

8ƒ

b2

b2


TYPICAL SPACING

ROD ( BENT`)

ƒ"½`x`1'-3 COIL2'-0

4 BEAM SPACES @ 6'-6• = 26'-2



6j1 BARS AT 1'-2• |'s

6a @ 1'-2• |'S 5b1

5b1

5b1

b2

5 8 8

1'-0

1'-0 1'-0‚ 2 SP. @ 1'-31'-0‚ 1'-0

1'-4ƒ 3 SP. @ 1'-3 1'-4ƒ

MASKWALL

VA

R.

•" PREFORMED

EXPANSION JOINT

FILLER.

FILL WITH MORTAR

10

5e5

COIL ROD

ƒ"½ x 1'-3

2'-

0

5e3

5d2


COIL ROD

ƒ"½`x`1'-3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL


BEARING PAD

LAMINATED

2'-0

BEAMS

FILLETS BETWEEN

BETWEEN TOP OF

STRAIGHT LINE

3'-6ƒ

3 SP. @ 1'-3

2 SP. @ 1'-3

6

6 6

6

6 6

4

4

10ƒ 10ƒ

1'-0‚ 1'-0‚

TOP OF

SLAB

BOTTOM

OF SLAB

5d3 & 5d4

5e2

5d3 & 5d4

5e2

STANDARD SHEET 4556-BTE-5

1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5d1

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4556-

BT

E-5 -

THIS

SH

EE

T IS

SU

ED 07-08.

30' RDWY. PPCB ( BTE 5 BEAMS - STUB ABUT. ) CROSS SECTION (`SPAN 155'`)

6d5 & 6d6

5b1 BARS

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF




30'-0

55'-0

80'-0

7

7

8

8

8

8

8

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTC

SPAN

ADJACENT

LONGEST

**`4

**`4

**`7

**`4

**`4

**`6

**`4

**`4

**`7

**`8

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTC

106

5'-5ƒ

8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.








TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP

LOCATED AS FOLLOWS:

TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).

BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).

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.

*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


COUNTY




2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

1" C

L.

40'-0 ROADWAY

1'-7

LEVEL

22'-0

3'-0 PARABOLIC

CROWN


4•

4•

4• 2

Š …


6

COIL ROD

ƒ"½`x`1'-3

SPACED @ 2'-0

INDENTATION

5e1

2•" C

L.


ROD ( BENT`)

ƒ"½`x`1'-3 COIL

3'-0 PARABOLIC

CROWN

18'-0


1'-7

LEVEL

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

AND RAIL

OF RAIL

FOR DETAILS

2 1'-5 1'-11

…

4

4

3•

ROADWAY

| APPROACH

| BRIDGE

2'-0 7'-0•

2'-0

b2

5 8 8

1'-0 17 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

TYPICAL SPACING

5b1

TYPICAL SPACING

5b1

5b1



6j1 BARS AT 0'-10• |'s

6a @ 0'-10• |'S

b2

b2

10 11‚ 6 SP. @ 0'-11 11‚ 10

1'-3ƒ 7 SP. @ 0'-11 1'-3ƒ

8ƒ

COIL ROD

ƒ" ½ x 1'-3 5e5

2'-

0

•" PREFORMED

EXPANSION JOINT

FILLER.

FILL WITH MORTAR

MASKWALL

VA

R.

10

ƒ"

3'-6ƒ

7 SP. @ 0'-11

6 SP. @ 0'-11

TOP OF

SLAB

BOTTOM

OF SLAB

5

5 5 11‚

10ƒ 10ƒ 5

55

4

411‚

5d3 & 5d4

5e2

5d2


COIL ROD

ƒ"½`x`1'-3


BEAMS



BEARING PAD

LAMINATED

2'-0

5d3 & 5d4

5d1

5e3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

5e2

STANDARD SHEET 4559-BTC-5

1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4559-

BT

C-5 -

THIS

SH

EE

T IS

SU

ED 07-08.

40' RDWY. PPCB ( BTC 5 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 30' - 115'`)

‰

1…

4 BEAM SPACES @ 9'-0• = 36'-2

6d5 & 6d6

5b1 BARS

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF




30'-0

55'-0

80'-0

7

7

8

8

8

8

8

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTC

SPAN

ADJACENT

LONGEST

**`4

**`4

**`7

**`4

**`4

**`6

**`4

**`4

**`7

**`8

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTC

106

5'-5ƒ

8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.









LOCATED AS FOLLOWS:






*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


COUNTY




2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

11 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

1" C

L.

40'-0 ROADWAY

1'-7

LEVEL

22'-0

3'-0 PARABOLIC

CROWN


4•

4•

4• 2ƒ 1"


6

COIL ROD

ƒ"½`x`1'-3

ƒ"

SPACED @ 2'-0

INDENTATION

5e1

TYPICAL SPACING

2•" C

L.

5b1

8ƒ

b2

b2


TYPICAL SPACING

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

3'-0 PARABOLIC

CROWN

18'-0


1'-7

LEVEL

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

AND RAIL

OF RAIL

FOR DETAILS

2 1'-5 1'-11

…

4 4

3•1ƒ

ROADWAY

| APPROACH

| BRIDGE

2'-0

…

2'-0

„



6j1 BARS AT 1'-1 |'s

6a @ 1'-1 |'S

5b1

5b1

b2

1'-7…

5 8 8

1'-0

11 1'-0‡ 3 SP. @ 1'-1 11

1'-5… 4 SP. @ 1'-1

COIL ROD

ƒ" ½ x 1'-3

5e5

2'-

0

FILL WITH MORTAR

MASKWALL 10

VA

R.

5e3

5d2


COIL ROD

ƒ"½`x`1'-3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL


BEAMS



BEARING PAD

LAMINATED

2'-0

3'-6ƒ

4

4

5•

5•5•1'-0‡5•5•

5• 11•

1'-0•

4 SP. @ 1'-1

3 SP. @ 1'-1

TOP OF

SLAB

BOTTOM

OF SLAB

5e2

5d3 & 5d4

5d3 & 5d4


11‡

5d1

5e2

5e6

1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4559-

BT

C-6 -

THIS

SH

EE

T IS

SU

ED 07-08.

40' RDWY. PPCB ( BTC 6 BEAMS - STUB ABUT. ) CROSS SECTION (`SPAN 120'`)

5 BEAM SPACES @ 7'-2Ž(-) = 36'-2

1'-0•

1'-5‹

FILLER.

EXPANSION JOINT

•" PREFORMED

6d5 & 6d6

‰

5b1 BARS

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF




30'-0

55'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTD

SPAN

ADJACENT

LONGEST

7

7

8

8

8

8

9

9

**`4

**`8

**`8

**`5

**`6

**`7

**`6

**`4

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTD

120

6'-2ƒ

8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.









LOCATED AS FOLLOWS:






*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


COUNTY




2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

1" C

L.

40'-0 ROADWAY

1'-7

LEVEL

22'-0

3'-0 PARABOLIC

CROWN


4•

4•

4• 2

Š …


6

COIL ROD

ƒ"½`x`1'-3

SPACED @ 2'-0

INDENTATION

5e1

2•" C

L.


ROD ( BENT`)

ƒ"½`x`1'-3 COIL

3'-0 PARABOLIC

CROWN

18'-0


1'-7

LEVEL

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

AND RAIL

OF RAIL

FOR DETAILS

2 1'-5 1'-11

…

4

4

3•1

…

ROADWAY

| APPROACH

| BRIDGE

2'-0 7'-0•

2'-0

b2

5 8 8

1'-0 17 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

TYPICAL SPACING

5b1

TYPICAL SPACING

5b1

5b1



6j1 BARS AT 0'-10• |'s

6a @ 0'-10• |'S

b2

b2

10 11‚ 6 SP. @ 0'-11 11‚ 10

1'-3ƒ 7 SP. @ 0'-11 1'-3ƒ

8ƒ

COIL ROD

ƒ" ½ x 1'-3

5e5

2'-

0

•" PREFORMED

EXPANSION JOINT

FILLER.

FILL WITH MORTAR

MASKWALL

VA

R.

10

ƒ"

3'-6ƒ

5

5 5

5

5 5

4

4

10ƒ 10ƒ

11‚ 11‚

7 SP. @ 0'-11

6 SP. @ 0'-11

TOP OF

SLAB

BOTTOM

OF SLAB

5e2

5d3 & 5d4

HALF SECTION NEAR PIER( FIXED PIER SHOWN )

5d2


COIL ROD

ƒ"½`x`1'-3


BEAMS



BEARING PAD

LAMINATED

2'-0

5d3 & 5d4

5d1

5e3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

5e2

STANDARD SHEET 4559-BTD-5

1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4559-

BT

D-5 -

THIS

SH

EE

T IS

SU

ED 07-08.

40' RDWY. PPCB ( BTD 5 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 50' - 135'`)

‰

4 BEAM SPACES @ 9'-0• = 36'-2

6d5 & 6d6

5b1 BARS

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF




30'-0

55'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTE

SPAN

ADJACENT

LONGEST

7

7

7

8

8

8

9

9

**`4

**`8

**`6

**`7

**`7

**`6

**`5

9

9

**`8

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTE

136

6'-11ƒ

8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.









LOCATED AS FOLLOWS:






*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


COUNTY




2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

1" C

L.

40'-0 ROADWAY

1'-7

LEVEL

22'-0

3'-0 PARABOLIC

CROWN


4•

4•

4• 2

Š …


6

COIL ROD

ƒ"½`x`1'-3

SPACED @ 2'-0

INDENTATION

5e1

2•" C

L.


ROD ( BENT`)

ƒ"½`x`1'-3 COIL

3'-0 PARABOLIC

CROWN

18'-0


1'-7

LEVEL

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

AND RAIL

OF RAIL

FOR DETAILS

2 1'-5 1'-11

…

4

4

3•1

…

ROADWAY

| APPROACH

| BRIDGE

2'-0 7'-0•

2'-0

b2

5 8 8

1'-0 17 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

TYPICAL SPACING

5b1

TYPICAL SPACING

5b1

5b1



6j1 BARS AT 0'-10• |'s

6a @ 0'-10• |'S

b2

b2

10 11‚ 6 SP. @ 0'-11 11‚ 10

1'-3ƒ 7 SP. @ 0'-11 1'-3ƒ

8ƒ

COIL ROD

ƒ" ½ x 1'-3

5e5

2'-

0

•" PREFORMED

EXPANSION JOINT

FILLER.

FILL WITH MORTAR

MASKWALL

VA

R.

10

ƒ"

3'-6ƒ

4

4

5

55

10ƒ

11‚

5

5 5 11‚

10ƒ 7 SP. @ 0'-11

6 SP. @ 0'-11

TOP OF

SLAB

BOTTOM

OF SLAB

5e2

5d3 & 5d4

4 BEAM SPACES @ 9'-0• = 36'-2

HALF SECTION NEAR PIER( FIXED PIER SHOWN )

5d2


COIL ROD

ƒ"½`x`1'-3


BEAMS



BEARING PAD

LAMINATED

2'-0

5d3 & 5d4

5d1

5e3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

5e2


1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4559-

BT

E-5 -

THIS

SH

EE

T IS

SU

ED 07-08.

40' RDWY. PPCB ( BTE 5 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 60' - 150'`)

‰

6d5 & 6d6

5b1 BARS

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF




COUNTY




8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.









LOCATED AS FOLLOWS:






*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


30'-0

55'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTE

SPAN

ADJACENT

LONGEST

7

7

7

8

8

8

9

9

**`4

**`8

**`6

**`7

**`7

**`6

**`5

9

9

**`8

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTE

136

6'-11ƒ

2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

11 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

1" C

L.

40'-0 ROADWAY

1'-7

LEVEL

22'-0

3'-0 PARABOLIC

CROWN


4•

4•

4• 2ƒ 1"


6

COIL ROD

ƒ"½`x`1'-3

ƒ"

SPACED @ 2'-0

INDENTATION

5e1

TYPICAL SPACING

2•" C

L.

5b1

8ƒ

b2

b2


TYPICAL SPACING

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

3'-0 PARABOLIC

CROWN

18'-0


1'-7

LEVEL

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

AND RAIL

OF RAIL

FOR DETAILS

2 1'-5 1'-11

…

4 4

3•1ƒ

ROADWAY

| APPROACH

| BRIDGE

2'-0

…

2'-0

„




6a @ 1'-1 |'S

5b1

5b1

b2

1'-7…

5 8 8

1'-0

11 1'-0‡ 3 SP. @ 1'-1 11

1'-5… 4 SP. @ 1'-1

COIL ROD

ƒ" ½ x 1'-3

5e5

2'-

0

•" PREFORMED

EXPANSION JOINT

FILLER.

FILL WITH MORTAR

MASKWALL 10

VA

R.

3'-6ƒ

4 SP. @ 1'-1

3 SP. @ 1'-1

4

4

5•

5•5•

11‡11•

1'-0‡1'-0•

5•

5•5•

TOP OF

SLAB

BOTTOM

LOF SLAB

5e2

5d3 & 5d4

5d1

5e3

5d2


COIL ROD

ƒ"½`x`1'-3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL


BEAMS



BEARING PAD

LAMINATED

2'-0

5e2

5d3 & 5d4


1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4559-

BT

E-6 -

THIS

SH

EE

T IS

SU

ED 07-08.

40' RDWY. PPCB ( BTE 6 BEAMS - STUB ABUT. ) CROSS SECTION (`SPAN 155'`)

5 BEAM SPACES @ 7'-2Ž(-) = 36'-2

1'-0•

1'-5‹

6d5 & 6d6

‰

5b1 BARS

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF




COUNTY




8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.









LOCATED AS FOLLOWS:






*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


30'-0

55'-0

80'-0

7

7

8

8

8

8

8

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTC

SPAN

ADJACENT

LONGEST

**`4

**`4

**`7

**`4

**`4

**`6

**`4

**`4

**`7

**`8

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTC

106

5'-5ƒ

2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

15 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

1" C

L.

| ROADWAY

SYMMETRICAL ABOUT

44'-0 ROADWAY

1'-7

LEVEL

22'-0

3'-0 PARABOLIC

CROWN


4•

4•

4•

† …


6

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

COIL ROD

ƒ"½`x`1'-3

SPACED @ 2'-0

INDENTATION

5e15d4

5d3 &

TYPICAL SPACING

2•" C

L.

5b1

b2

b2


TYPICAL SPACING

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

5 BEAM SPACES @ 8'-0…(+) = 40'-2

2Œ

2'-0

1'-0‰ 1'-0‰6 SP. @ 1'-0

5b1

5b1

b2 6a @ 0'-11• |'S



6j1 BARS AT 0'-11• |'s5 8 8

1'-0

8 10‰ 5 SP. @ 1'-0 10‰ 8

8ƒ

2'-

0

5e5

COIL ROD

ƒ" ½ x 1'-3MASKWALL

FILL WITH MORTAR

VA

R.

FILLER.

EXPANSION JOINT

•" PREFORMED

10

ƒ"

3'-6ƒ

444

444

4 4

8‰ 8‰

10‰ 10‰

6 SP. @ 1'-0

5 SP. @ 1'-0

5e2

5e3


COIL ROD

ƒ"½`x`1'-3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL


BEAMS



BEARING PAD

LAMINATED

2'-0

5d1

5d2

5e2

5d3 & 5d4

TOP OF

SLAB

BOTTOM

OF SLAB


1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4560-

BT

C-6 -

THIS

SH

EE

T IS

SU

ED 07-08.

44' RDWY. PPCB ( BTC 6 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 30' - 120'`)

6d5 & 6d6

5b1 BARS

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF




COUNTY




8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.









LOCATED AS FOLLOWS:






*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


30'-0

55'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTD

SPAN

ADJACENT

LONGEST

7

7

8

8

8

8

9

9

**`4

**`8

**`8

**`5

**`6

**`7

**`6

**`4

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTD

120

6'-2ƒ

2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

15 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

1" C

L.

| ROADWAY

SYMMETRICAL ABOUT

44'-0 ROADWAY

1'-7

LEVEL

22'-0

3'-0 PARABOLIC

CROWN


4•

4•

4•

† …


6

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

COIL ROD

ƒ"½`x`1'-3

SPACED @ 2'-0

INDENTATION

5e1

5d4

5d3 &

TYPICAL SPACING

2•" C

L.

5b1

b2

b2


TYPICAL SPACING

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

5 BEAM SPACES @ 8'-0…(+) = 40'-2

2Œ

2'-0

1'-0‰ 1'-0‰6 SP. @ 1'-0

5b1

5b1

b2 6a @ 0'-11• |'S



6j1 BARS AT 0'-11• |'s5 8 8

1'-0

8 10‰ 5 SP. @ 1'-0 10‰ 8

8ƒ

2'-

0

5e5

COIL ROD

ƒ" ½ x 1'-3MASKWALL

FILL WITH MORTAR

VA

R.

FILLER.

EXPANSION JOINT

•" PREFORMED

10

ƒ"

3'-6ƒ


5e3


COIL ROD

ƒ"½`x`1'-3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL


BEAMS



BEARING PAD

LAMINATED

2'-0

5d1

5d2

5e2

5d3 & 5d4

444

4 48‰

10‰10‰4 4

4 8‰ 6 SP. @ 1'-0

5 SP. @ 1'-0

5e2

TOP OF

SLAB

OF SLAB

BOTTOM


1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4560-

BT

D-6 -

THIS

SH

EE

T IS

SU

ED 07-08.

44' RDWY. PPCB ( BTD 6 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 50' - 135'`)

6d5 & 6d6

5b1 BARS

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF




COUNTY




8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.









LOCATED AS FOLLOWS:






*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


30'-0

55'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTE

SPAN

ADJACENT

LONGEST

7

7

7

8

8

8

9

9

**`4

**`8

**`6

**`7

**`7

**`6

**`5

9

9

**`8

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTE

136

6'-11ƒ

2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

15 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

1" C

L.

| ROADWAY

SYMMETRICAL ABOUT

44'-0 ROADWAY

1'-7

LEVEL

22'-0

3'-0 PARABOLIC

CROWN


4•

4•

4•

† …


6

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

COIL ROD

ƒ"½`x`1'-3

SPACED @ 2'-0

INDENTATION

5e1

5d4

5d3 &

TYPICAL SPACING

2•" C

L.

5b1


TYPICAL SPACING

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

5 BEAM SPACES @ 8'-0…(+) = 40'-2

2Œ

2'-0

1'-0‰ 1'-0‰6 SP. @ 1'-0

5b1

5b1

6a @ 0'-11• |'S



6j1 BARS AT 0'-11• |'s5 8 8

1'-0

8 10‰ 5 SP. @ 1'-0 10‰ 8

8ƒ

2'-

0

5e5

COIL ROD

ƒ" ½ x 1'-3

MASKWALL

FILL WITH MORTAR

VA

R.

FILLER.

EXPANSION JOINT

•" PREFORMED

10

ƒ"

3'-6ƒ


5e3


COIL ROD

ƒ"½`x`1'-3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL


BEAMS



BEARING PAD

LAMINATED

2'-0

5d1

5d2

5e2

5d3 & 5d4

b2

b2 444

444

4 4

8‰ 8‰

10‰ 10‰

6 SP. @ 1'-0

5 SP. @ 1'-0

TOP OF

SLAB

BOTTOM

OF SLAB

b2

5e2


1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4560-

BT

E-6 -

THIS

SH

EE

T IS

SU

ED 07-08.

44' RDWY. PPCB ( BTE 6 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 60' - 155'`)

6d5 & 6d6

5b1 BARS

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF




COUNTY




8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.









LOCATED AS FOLLOWS:






*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


30'-0

55'-0

80'-0

7

7

8

8

8

8

8

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTC

SPAN

ADJACENT

LONGEST

**`4

**`4

**`7

**`4

**`4

**`6

**`4

**`4

**`7

**`8

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTC

106

5'-5ƒ

2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

17 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

1" C

L.

| ROADWAY

SYMMETRICAL ABOUT

40'-0 ROADWAY

1'-7

LEVEL

20'-0

3'-0 PARABOLIC

CROWN


4‹

4‹ 1Ž …


6

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

COIL ROD

ƒ"½`x`1'-3

SPACED @ 2'-0

INDENTATION

5e1

TYPICAL SPACING

2•" C

L.

5b1

8ƒ

b2

b2


TYPICAL SPACING

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

4

2'-0

5b1

5b1

b2



6j1 BARS AT 0'-10• |'s

6a @ 0'-10• |'S

5 8 8

1'-0

10 11‚ 6 SP. @ 0'-11 11‚ 10

1'-3ƒ 7 SP. @ 0'-11 1'-3ƒ

COIL ROD

ƒ" ½ x 1'-3

5e5

2'-

0

FILL WITH MORTAR

VA

R.

FILLER.

EXPANSION JOINT

•" PREFORMED

MASKWALL 10

ƒ"

3'-6ƒ


COIL ROD

ƒ"½`x`1'-3


BEAMS



BEARING PAD

LAMINATED

2'-0

5d1

5e3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

5e2

5d3 & 5d4

4

4

5

55

10ƒ

11‚

10ƒ

11‚

5

5 5

7 SP. @ 0'-11

6 SP. @ 0'-11

5e2

5d3 & 5d4

TOP OF

SLAB

OF SLAB

BOTTOM


5d2

1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4561-

BT

C-5 -

THIS

SH

EE

T IS

SU

ED 07-08.

40' RDWY. PPCB ( BTC 5 BEAMS - STUB ABUT. ) CROSS SECTION (SYMM. CROWN ) (`SPANS30' - 115'`)

4 BEAM SPACES @ 9'-0• = 36'-2

6d5 & 6d6

5b1 BARS

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF




COUNTY




8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.









LOCATED AS FOLLOWS:






*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


30'-0

55'-0

80'-0

7

7

8

8

8

8

8

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTC

SPAN

ADJACENT

LONGEST

**`4

**`4

**`7

**`4

**`4

**`6

**`4

**`4

**`7

**`8

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTC

106

5'-5ƒ

2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

1" C

L.

40'-0 ROADWAY

1'-7

LEVEL

20'-0

3'-0 PARABOLIC

CROWN


4‹

4‹ 4

2‚ •


6

COIL ROD

ƒ"½`x`1'-3

ƒ"

SPACED @ 2'-0

INDENTATION

5e1

2•" C

L.

8ƒ


ROD ( BENT`)

ƒ"½`x`1'-3 COIL

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

AND RAIL

OF RAIL

FOR DETAILS

2'-0

…

5 8 8

1'-0

b2

b211 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

TYPICAL SPACING

5b1

TYPICAL SPACING

6a @ 1'-1 |'S

5b1

5b1

b2

11 1'-0‡ 3 SP. @ 1'-1 11

1'-5… 4 SP. @ 1'-1

COIL ROD

ƒ" ½ x 1'-35e5

2'-

0

FILL WITH MORTAR

VA

R.

FILLER.

EXPANSION JOINT

•" PREFORMED

MASKWALL 10

5d1

5e3


COIL ROD

ƒ"½`x`1'-3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL


BEAMS



BEARING PAD

LAMINATED

2'-0

3'-6ƒ

5d3 & 5d4

5e2

4

4

5•

5•5•5•5•

5• 11• 11‡

1'-0• 1'-0‡

4 SP. @ 1'-1

3 SP. @ 1'-1

TOP OF

SLAB

OF SLAB

BOTTOM

5e2

5d3 & 5d4


5d2

1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4561-

BT

C-6 -

THIS

SH

EE

T IS

SU

ED 07-08.

5 BEAM SPACES @ 7'-2Ž(-) = 36'-2

1'-5‹




1'-0•

40' RDWY. PPCB ( BTC 6 BEAMS - STUB ABUT. ) CROSS SECTION (SYMM. CROWN ) (`SPAN 120'`)

6d5 & 6d6

5b1 BARS

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF




COUNTY




8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.









LOCATED AS FOLLOWS:






*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


30'-0

55'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTD

SPAN

ADJACENT

LONGEST

7

7

8

8

8

8

9

9

**`4

**`8

**`8

**`5

**`6

**`7

**`6

**`4

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTD

120

6'-2ƒ

2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

17 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

1" C

L.

| ROADWAY

SYMMETRICAL ABOUT

40'-0 ROADWAY

1'-7

LEVEL

20'-0

3'-0 PARABOLIC

CROWN


4‹

4‹ 1Ž …


6

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

COIL ROD

ƒ"½`x`1'-3

SPACED @ 2'-0

INDENTATION

5e1

TYPICAL SPACING

2•" C

L.

5b1

8ƒ

b2

b2


TYPICAL SPACING

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

4

2'-0

5b1

5b1

b2



6j1 BARS AT 0'-10• |'s

6a @ 0'-10• |'S

5 8 8

1'-0

10 11‚ 6 SP. @ 0'-11 11‚ 10

1'-3ƒ 7 SP. @ 0'-11 1'-3ƒ

COIL ROD

ƒ" ½ x 1'-35e5

2'-

0

FILL WITH MORTAR

VA

R.

FILLER.

EXPANSION JOINT

•" PREFORMED

MASKWALL 10

ƒ"

3'-6ƒ

4

4

5

5555

5 10ƒ 10ƒ

11‚11‚

TOP OF

SLAB

OF SLAB

BOTTOM

7 SP. @ 0'-11

6 SP. @ 0'-11

5d2


COIL ROD

ƒ"½`x`1'-3


BEAMS



BEARING PAD

LAMINATED

2'-0

5d3 & 5d4

5d1

5e3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

5e2

5e2

5d3 & 5d4


1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4561-

BT

D-5 -

THIS

SH

EE

T IS

SU

ED 07-08.

40' RDWY. PPCB ( BTD 5 BEAMS - STUB ABUT. ) CROSS SECTION (SYMM. CROWN ) (`SPANS 50' - 135'`)

4 BEAM SPACES @ 9'-0• = 36'-2

6d5 & 6d6

5b1 BARS

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF




COUNTY




8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.









LOCATED AS FOLLOWS:






*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


30'-0

55'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTE

SPAN

ADJACENT

LONGEST

7

7

7

8

8

8

9

9

**`4

**`8

**`6

**`7

**`7

**`6

**`5

9

9

**`8

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTE

136

6'-11ƒ

2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

17 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

1" C

L.

| ROADWAY

SYMMETRICAL ABOUT

40'-0 ROADWAY

1'-7

LEVEL

20'-0

3'-0 PARABOLIC

CROWN


4‹

4‹ 1Ž …


6

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

COIL ROD

ƒ"½`x`1'-3

SPACED @ 2'-0

INDENTATION

5e1

TYPICAL SPACING

2•" C

L.

5b1

8ƒ

b2

b2


TYPICAL SPACING

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

4

2'-0

5b1

5b1

b2



6j1 BARS AT 0'-10• |'s

6a @ 0'-10• |'S

5 8 8

1'-0

10 11‚ 6 SP. @ 0'-11 11‚ 10

1'-3ƒ 7 SP. @ 0'-11 1'-3ƒ

COIL ROD

ƒ" ½ x 1'-35e5

2'-

0

FILL WITH MORTAR

VA

R.

FILLER.

EXPANSION JOINT

•" PREFORMED

MASKWALL 10

ƒ"

3'-6ƒ

4

45

5555

5 10ƒ 10ƒ

11‚11‚

TOP OF

SLAB

BOTTOM

OF SLAB

7 SP. @ 0'-11

6 SP. @ 0'-11

5d2


COIL ROD

ƒ"½`x`1'-3


BEAMS



BEARING PAD

LAMINATED

2'-0

5d1

5e3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL

5e2

5d3 & 5d4

5e2

5d3 & 5d4


1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4561-

BT

E-5 -

THIS

SH

EE

T IS

SU

ED 07-08.

40' RDWY. PPCB ( BTE 5 BEAMS - STUB ABUT. ) CROSS SECTION (SYMM. CROWN ) (`SPANS 60' - 150'`)

4 BEAM SPACES @ 9'-0• = 36'-2

6d5 & 6d6

5b1 BARS

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.

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF




COUNTY




8

TOP OF DECK

9

10‚

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

8

8


TOP OF DECK

INTERIOR BEAMS

DRAIN DETAILS

R=1'-0

‚‚

7•

3• ‚

1"

1•

BETWEEN HAUNCHES

STRAIGHT LINE



SURFACE.









LOCATED AS FOLLOWS:






*

*

MI

N.

1'-

0









SERVE AS ANCHOR

SIDES OF DRAIN TO

WELDED ON OPPOSITE

1"`x`„`x`0'-10 {









`DESIGN SHEET ____.







NOTE :





AT DRAIN

CONCRETE

IN DECK

1" DEPRESSION

HAUNCH DETAIL

TYPICAL DECK AND




SHEET.

SUMMARY QUANTITIES

INCLUDED ON THE


30'-0

55'-0

80'-0

85'-0

90'-0

95'-0

100'-0

105'-0

110'-0

125'-0

130'-0

SIZE OF '`b2`' BAR

TABLE OF

35'-0

45'-0

65'-0

75'-0

40'-0

50'-0

60'-0

70'-0

115'-0

120'-0

135'-0

145'-0

150'-0

140'-0

155'-0

SIZE

BAR

BEAM

BTE

SPAN

ADJACENT

LONGEST

7

7

7

8

8

8

9

9

**`4

**`8

**`6

**`7

**`7

**`6

**`5

9

9

**`8

**`9

**`9

DATA FOR ONE DRAIN



BEAM SIZE BTE

136

6'-11ƒ

2

2 5

5d1

5e4

5e3

5d2

10•

8

2 1'-5 1'-11

1" C

L.

40'-0 ROADWAY

1'-7

LEVEL

20'-0

3'-0 PARABOLIC

CROWN


4‹

4‹ 4

2‚ •


6

COIL ROD

ƒ"½`x`1'-3

ƒ"

SPACED @ 2'-0

INDENTATION

5e1

2•" C

L.

8ƒ


ROD ( BENT`)

ƒ"½`x`1'-3 COIL

SHEET

BARRIER RAIL

SEE STANDARD

REINFORCING

AND RAIL

OF RAIL

FOR DETAILS

2'-0

…

5 8 8

1'-0

b2

b211 - 5b1 BARS

( TOP OF SLAB`)

( BOTTOM OF SLAB`)

TYPICAL SPACING

5b1

TYPICAL SPACING




6a @ 1'-1 |'S

5b1

5b1

b2

11 1'-0‡ 3 SP. @ 1'-1 11

1'-5… 4 SP. @ 1'-1

COIL ROD

ƒ" ½ x 1'-35e5

2'-

0

FILL WITH MORTAR

VA

R.

FILLER.

EXPANSION JOINT

•" PREFORMED

MASKWALL 10

3'-6ƒ

b2

4

45•

5•5•5•5•

5• 11‡11•

1'-0‡1'-0•

4 SP. @ 1'-1

3 SP. @ 1'-1

TOP OF

SLAB

OF SLAB

BOTTOM

5d1

5e3

5d2


COIL ROD

ƒ"½`x`1'-3

ROD ( BENT`)

ƒ"½`x`1'-3 COIL


BEAMS



BEARING PAD

LAMINATED

2'-0

5e2

5d3 & 5d4

5e2

5d3 & 5d4


1 x 8 x 0'-8

INCLUDE THE HAUNCH.

SLAB AREA DOES NOT


5e6

5e7

EN

GLIS

HB

TS

TU

BA

BU

TM

EN

TB

RI

DG

ES.D

GN - 4561-

BT

E-6 -

THIS

SH

EE

T IS

SU

ED 07-08.

40' RDWY. PPCB ( BTE 6 BEAMS - STUB ABUT. ) CROSS SECTION (SYMM. CROWN ) (`SPAN 155'`)

5 BEAM SPACES @ 7'-2Ž(-) = 36'-2

1'-0•

1'-5‹

6d5 & 6d6

5b1 BARS

IN THE BRIDGE DECK.

RAIL STEEL EMBEDDED


SHOULD BE ON OR OFF



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.

index of bt stub bridge standards index of bt stub bridge standards · 2015. 6. 26. · 6/26/2015...

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