INDEX OF INTEGRAL BRIDGE STANDARDS · PDF fileindex of integral standards index of integral...

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STANDARD DESCRIPTION

STANDARD SHEET 100-I

INDEX OF INTEGRAL STANDARDS

INDEX OF INTEGRAL BRIDGE STANDARDS

2078 "A" OR "B" BEAMS - INTEGRAL ABUTMENT DETAILS - 0 SKEW

2079 "A" OR "B" BEAMS - INTEGRAL ABUTMENT DETAILS - (L.A.) 0°01 - 7°30 SKEW

2080 "A" OR "B" BEAMS - INTEGRAL ABUTMENT DETAILS - (L.A.) 7°31 - 15° SKEW

2081 "A" OR "B" BEAMS - INTEGRAL ABUTMENT DETAILS - (L.A.) 15°01 - 30° SKEW

2082 "A" OR "B" BEAMS - INTEGRAL ABUTMENT DETAILS - (R.A.) 0°01 - 7°30 SKEW

2083 "A" OR "B" BEAMS - INTEGRAL ABUTMENT DETAILS - (R.A.) 7°31 - 15° SKEW

2084 "A" OR "B" BEAMS - INTEGRAL ABUTMENT DETAILS - (R.A.) 15°01 - 30° SKEW

2085 "C" OR "D" BEAMS - INTEGRAL ABUTMENT DETAILS - 0 SKEW

2086 "C" OR "D" BEAMS - INTEGRAL ABUTMENT DETAILS - (L.A.) 0°01 - 7°30 SKEW

2087 "C" OR "D" BEAMS - INTEGRAL ABUTMENT DETAILS - (L.A.) 7°31 - 15° SKEW

2088 "C" OR "D" BEAMS - INTEGRAL ABUTMENT DETAILS - (L.A.) 15°01 - 30° SKEW

2089 "C" OR "D" BEAMS - INTEGRAL ABUTMENT DETAILS - (R.A.) 0°01 - 7°30 SKEW

2090 "C" OR "D" BEAMS - INTEGRAL ABUTMENT DETAILS - (R.A.) 7°31 - 15° SKEW

2091 "C" OR "D" BEAMS - INTEGRAL ABUTMENT DETAILS - (R.A.) 15°01 - 30° SKEW

4383 40' ROADWAY PPCB (A, B, C, D BEAMS - INTEGRAL ABUT.) CROSS SECTION


4385 40' ROADWAY PPCB (A, B, C, D BEAMS - INTEGRAL ABUT.) CROSS SECTION (SYMM. CROWN)

4500 "A" OR "B" BEAMS - PART PLAN & LONGITUDINAL SECTION - 0 SKEW

4501 "A" OR "B" BEAMS - PART PLAN & LONGITUDINAL SECTION - (L.A.) 0°01 - 7°30 SKEW

4502 "A" OR "B" BEAMS - PART PLAN & LONGITUDINAL SECTION - (L.A.) 7°31 - 15° SKEW

4503 "A" OR "B" BEAMS - PART PLAN & LONGITUDINAL SECTION - (L.A.) 15°01 - 30° SKEW

4504 "A" OR "B" BEAMS - PART PLAN & LONGITUDINAL SECTION - (R.A.) 0°01 - 7°30 SKEW

4505 "A" OR "B" BEAMS - PART PLAN & LONGITUDINAL SECTION - (R.A.) 7°31 - 15° SKEW

4506 "A" OR "B" BEAMS - PART PLAN & LONGITUDINAL SECTION - (R.A.) 15°01 - 30° SKEW

4507 "C" OR "D" BEAMS - PART PLAN & LONGITUDINAL SECTION - 0 SKEW

4508 "C" OR "D" BEAMS - PART PLAN & LONGITUDINAL SECTION - (L.A.) 0°01 - 7°30 SKEW

4509 "C" OR "D" BEAMS - PART PLAN & LONGITUDINAL SECTION - (L.A.) 7°31 - 15° SKEW

4510 "C" OR "D" BEAMS - PART PLAN & LONGITUDINAL SECTION - (L.A.) 15°01 - 30° SKEW

4511 "C" OR "D" BEAMS - PART PLAN & LONGITUDINAL SECTION - (R.A.) 0°01 - 7°30 SKEW

4512 "C" OR "D" BEAMS - PART PLAN & LONGITUDINAL SECTION - (R.A.) 7°31 - 15° SKEW

4513 "C" OR "D" BEAMS - PART PLAN & LONGITUDINAL SECTION - (R.A.) 15°01 - 30° SKEW

4514 INTEGRAL ABUT. A OR B BEAMS - BAR LIST & SUPER. DETAILS - 0 SKEW

4515 INTEGRAL ABUT. A OR B BEAMS - BAR LIST & SUPER. DETAILS - 0°01 - 7°30 SKEW

4516 INTEGRAL ABUT. A OR B BEAMS - BAR LIST & SUPER. DETAILS - 7°31 - 15° SKEW

4517 INTEGRAL ABUT. A OR B BEAMS - BAR LIST & SUPER. DETAILS - 15°01 - 30° SKEW

4518 INTEGRAL ABUT. C OR D BEAMS - BAR LIST & SUPER. DETAILS - 0 SKEW

4519 INTEGRAL ABUT. C OR D BEAMS - BAR LIST & SUPER. DETAILS - 0°01 - 7°30 SKEW

4520 INTEGRAL ABUT. C OR D BEAMS - BAR LIST & SUPER. DETAILS - 7°31 - 15° SKEW

4521 INTEGRAL ABUT. C OR D BEAMS - BAR LIST & SUPER. DETAILS - 15°01 - 30° SKEW


INDEX OF INTEGRAL ABUTMENT BRIDGE STANDARDS

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN - 100-I -

THIS

SH

EE

T IS

SU

ED 02-10.

COUNTY

DESIGN SHEET NO. OF DESIGN NO.FILE NO.

IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION

PROJECT NUMBER SHEET NUMBERDESIGN TEAM

6/26/2015 1:13:11 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2078 11x17_pdf.pltcfg

8g1

5h2

1'-3

8g1

8g1

5d5

5d5

1'-

6 3'-

0

5h2

4t1 S3 x 7.5

| ABUT. BRG.

3'-1

1'-6 SAME SPACING BETWEEN BEAMS

BEAM SPACES @ 3'-1

1'-6 1'-1 1'-1 4 SPA. @

1'-

6

1'-3 TYP.

PILE SPACES @

5p1

3'-

0

8g1 8g1

8g3

8f18f1

1'-0 1'-0 1'-0 1'-0

1'-

6

1'-

6

3 3

4'-9

STANDARD SHEET 2078

8f1 MIN. LAP

B

B

PART SECTION A - A

ABUTMENT PILE PLAN

"A" OR "B" BEAMS - INTEGRAL ABUT. DETAILS - O° SKEW

5k1

5k2GUTTER LINE

5d2 & 5d3

?? - 5k1 & 5k2 BACK FACE

?? - 8g3 BACK FACE

?? - 8g1 FRONT FACE

?? - 8g1 BACK FACE

SPACING FOR :

COIL

RO

D

ƒ"½

x 1'-

3

BY BEVELED 2x8

KEYWAY FORMED

AT | = 2'-2 )

5d6 ( MIN. LAP

LINE

GUTTER

AT | = 2'-2 )

5d7 ( MIN.LAP

HOOP SPACING

TYP. 5p1 DOUBLE

OF ABUTMENT

BACK FACE

| PILES

| ABUT. BRG. &

BEND

FIELD

0'-8

2 @ 2 @

0'-8

| APPROACH ROADWAY

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 2078 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

CO

NC

RE

TE

QU

AN

TIT

Y

TA

BL

E

&

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

DE

SI

GN

BE

ARI

NG

NO

TE

FO

R

AB

UT.

PILI

NG

FR

OM

AB

UT

ME

NT

NO

TE

S.

COUNTY




1'-6

3'-0

2'-

0

TO

P

OF

PIL

E

3" C

L.

4t1

5p1

5d3

S3`x`7.5

5d2 5d6

8g1

1'-6

S3 x 7.5

4t1

1'-7

LEVEL

ROADWAY

LEVEL

1'-7

BENCH MARK :

PART REAR ELEVATION AT ABUTMENT

ELEV. A ELEV.

a

| BEAMS

8g3

8f1

AB

UT.

( REAR ELEVATION )

8g

1

MI

N.

EM

BE

D.

1'-

1

1'-

1

1'-

3

1'-3

BEVELED 2 x 8

KEYWAY FORMED BY

A

5h2

5d7

1'-

3

5k2

5k1

TOP OF DECK 1" CHAMFER

COIL ROD

NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.

REQUIRED AT EACH ABUTMENT.

?? - HP 10 x 57 STEEL BEARING PILING

NOTE:

AB

UT.

ROD

COIL

PART SECTION B-B

ELEV. ( SEE TABLE )

BOTT. OF FTG.

AB

UT.

AB

UT.

BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a

ABUT.

ABUT. ABUT.

ABUT.

ABUTMENT STEPS

TABLE OF

ELEVATIONS

TABLE OF ABUTMENT

ABUTMENT STEP DIAGRAM

ABUTMENT NOTES:

2•" CL.

a1 b1

1'-

1 C

ON

ST

AN

T

DE

PT

H

3'-

3

8g1 FRONT & BACK

2•" CL.

5h2

3" C

L.

TYPICAL`).

WING FACE (`BOTH SIDES

TRAFFIC SIDE OF ABUTMENT

1:6 SLOPE TO MATCH

NOTE: PLACE 5h2 BAR AT

PUNCHED TO HOLD SPIRAL.

3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS

TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,

THE SPIRAL AT THE TOP OF EACH PILE

NOTE:

TOP OF DECK

LOCATION

TOTAL (CU. YDS.)

QUANTITY

ABUTMENT CONCRETE QUANTITY

PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.

METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE

DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE

IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE

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

MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR

______ ABUTMENT FOOTING


SUMMARY QUANTITIES SHEET.

NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THE

ABUTMENT FOOTING DETAILS


PILE SPACES @

3'-

0

1'-7

5p1

1'-7

| PILE

1'-0

1'-6

5p2

1'-6

8f1

8f1

5p2

1'-0 1'-0 1'-0 1'-0

8g1

5d5

5h2

3'-1

1'-6 2 @

0'-8

8g1

8g3

8g1

1'-7

1'-3

S3 x 7.5

| ABUT. BRG.

4t1

1'-3 TYP.

8g1

BEAM SPACES @ SAME SPACING BETWEEN BEAMS

1'-1 1'-3

4 SPA. @

8g1

1'-7

5d5

5h2

3

3

4'-98f1 MIN. LAP

STANDARD SHEET 2079

B

B

PART SECTION A - A

ABUTMENT PILE PLAN

"A" OR "B" BEAMS - INTEGRAL ABUT. DETAILS - (L.A.) 0°01'-7°30' SKEWS

5k2

5k1


?? - 8g3 BACK FACE

?? - 8g1 FRONT FACE

?? - 8g1 BACK FACE

SPACING FOR :

PARALLEL TO LONGIT. STEEL.

TO MISS BEAMS. PLACE 8g3 BARS

SHIFT 8g1 BARS IN F.F. AS NECESSARY

NOTE:

LINE

GUTTER

BY BEVELED 2x8

KEYWAY FORMED

AT | = 2'-2 )

5d7 ( MIN.LAP

AT | = 2'-2 )

5d6 ( MIN. LAP

OF ABUTMENT

BACK FACE

& | PILES

| ABUT. BRG.

LINE

GUTTER

HOOP SPACING

TYP. 5p1 DOUBLE

LINE

GUTTER

BEND

FIELD

COIL

RO

D

ƒ" ½

x 1'-

3

5d3

5d2 &

0'-8

2 @

| APPROACH ROADWAY

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 2079 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

CO

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ON 04-14 -

AD

DE

D

CO

NC

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TIT

Y

TA

BL

E

&

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

DE

SI

GN

BE

ARI

NG

NO

TE

FO

R

AB

UT.

PILI

NG

FR

OM

AB

UT

ME

NT

NO

TE

S.

COUNTY




1'-6

3'-0

2'-

0

TO

P

OF

PIL

E

3" C

L.

4t1

5p1

5d3

S3`x`7.5

5d2 5d6

8g1

1'-6

S3 x 7.5

4t1

1'-7

LEVEL

ROADWAY

LEVEL

1'-7

BENCH MARK :


ELEV. A ELEV.

a

| BEAMS

8g3

8f1

AB

UT.

( REAR ELEVATION )

8g

1

MI

N.

EM

BE

D.

1'-

1

1'-

1

1'-

3

1'-3

BEVELED 2 x 8

KEYWAY FORMED BY

A

5h2

5d7

1'-

3

5k2

5k1


COIL ROD




NOTE:

AB

UT.

ROD

COIL

PART SECTION B-B

ELEV. ( SEE TABLE )

BOTT. OF FTG.

AB

UT.

AB

UT.

BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a

ABUT.

ABUT. ABUT.

ABUT.

ABUTMENT STEPS

TABLE OF

ELEVATIONS

TABLE OF ABUTMENT


ABUTMENT NOTES:

2•" CL.

a1 b1

1'-

1 C

ON

ST

AN

T

DE

PT

H

3'-

3

8g1 FRONT & BACK

2•" CL.

5h2

3" C

L.

TYPICAL`).



1:6 SLOPE TO MATCH






NOTE:

TOP OF DECK

LOCATION

TOTAL (CU. YDS.)

QUANTITY














1'-7

| PILE

PILE SPACES @

3'-

0

1'-7

8g1

5h2

5d5 4t1

8g1

1'-7

8g1

TYP. 1'-3 1'-3

S3x7.5

8g1

| ABUT. BRG.


1'-2

1'-6

4 SPA. @

3'-1

1'-6 1'-7

8g1

8g3 5h2

5d5

1'-0 1'-0

5p1

1'-0

1'-0

5p2

5p2 1'-0

1'-6 1'-6

8f1

8f1

3

3

8f1 MIN. LAP4'-9

STANDARD SHEET 2080

PART SECTION A - A

ABUTMENT PILE PLAN

B

B

"A" OR "B" BEAMS INTEGRAL ABUT. DETAILS - (L.A.) 7°31'-15° SKEW

5k2

5d2 & 5d3

5k1


?? - 8g3 BACK FACE

?? - 8g1 FRONT FACE

?? - 8g1 BACK FACE

SPACING FOR :

BY BEVELED 2x8

KEYWAY FORMED

LINE

GUTTER




NOTE:

AT | = 2'-2 )

5d6 ( MIN. LAP

AT | = 2'-2 )

5d7 (MIN. LAP

| PILES

| ABUT. BRG. &

OF ABUTMENT

BACK FACE

LINE

GUTTER

HOOP SPACING

TYP. 5p1 DOUBLE

COIL

RO

D

ƒ" ½

x 1'-

3

LINE

GUTTER

0'-8

2 @

0'-8

2 @

| APPROACH ROADWAY

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 2080 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

BEND

FIELD

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

CO

NC

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TIT

Y

TA

BL

E

&

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

DE

SI

GN

BE

ARI

NG

NO

TE

FO

R

AB

UT.

PILI

NG

FR

OM

AB

UT

ME

NT

NO

TE

S.

COUNTY




1'-6

3'-0

2'-

0

TO

P

OF

PIL

E

3" C

L.

4t1

5p1

5d3

S3`x`7.5

5d2 5d6

8g1

1'-6

S3 x 7.5

4t1

1'-7

LEVEL

ROADWAY

LEVEL

1'-7

BENCH MARK :


ELEV. A ELEV.

a

| BEAMS

8g3

8f1

AB

UT.

( REAR ELEVATION )

8g

1

MI

N.

EM

BE

D.

1'-

1

1'-

1

1'-

3

1'-3

BEVELED 2 x 8

KEYWAY FORMED BY

A

5h2

5d7

1'-

3

5k2

5k1


COIL ROD




NOTE:

AB

UT.

ROD

COIL

PART SECTION B-B

ELEV. ( SEE TABLE )

BOTT. OF FTG.

AB

UT.

AB

UT.

BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a

ABUT.

ABUT. ABUT.

ABUT.

ABUTMENT STEPS

TABLE OF

ELEVATIONS

TABLE OF ABUTMENT


ABUTMENT NOTES:

2•" CL.

a1 b1

1'-

1 C

ON

ST

AN

T

DE

PT

H

3'-

3

8g1 FRONT & BACK

2•" CL.

5h2

3" C

L.

TYPICAL`).



1:6 SLOPE TO MATCH






NOTE:

TOP OF DECK

LOCATION

TOTAL (CU. YDS.)

QUANTITY














| PILE

1'-7

3'-

0

1'-7

PILE SPACES @

5p1

1'-6 1'-6

1'-0

1'-0

1'-0 5p2

5p2 1'-0

8f1

8f1

1'-3 1'-3 TYP.

8g1

5h2

8g1

4t1 5d5

1'-7

S3x7.5 8g1

BEAM SPACES @

SAME SPACING BETWEEN BEAMS

1'-3

1'-11

4 SPA. @

3'-1

1'-6 1'-7

5d5

5h2

8g3

8g1

1'-0

3

3

4'-9

8f1 MIN. LAP

STANDARD SHEET 2081

B

B

ABUTMENT PILE PLAN

"A" OR "B" BEAMS INTEGRAL ABUT. DETAILS - (L.A.) 15°01'-30° SKEW

8g1

5k2

5k1

| ABUT. BRG.

5d2 & 5d3


?? - 8g3 BACK FACE

?? - 8g1 FRONT FACE

?? - 8g1 BACK FACE

SPACING FOR :

BY BEVELED 2x8

KEYWAY FORMED

LINE

GUTTER

TO LONGIT. STEEL.

PLACE 8g3 BARS PARALLEL

NECESSARY TO MISS BEAMS.

SHIFT 8g1 BARS IN F.F. AS

NOTE:

BEND

FIELD

COIL

RO

D

ƒ" ½

x 1'-

3

LINE

GUTTER

AT | = 2'-2)

5d6 (MIN. LAP

OF ABUTMENT

BACK FACE

| PILES

| ABUT. BRG. &

HOOP SPACING

TYP. 5p1 DOUBLE

LINE

GUTTER

0'-8

2 @

0'-8

2 @

AT | = 2'-2 )

5d7 ( MIN. LAP

| APPROACH ROADWAY

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 2081 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PART SECTION A-A

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

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NC

RE

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TIT

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TA

BL

E

&

RE

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RR

AL

NO

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TO

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

DE

SI

GN

BE

ARI

NG

NO

TE

FO

R

AB

UT.

PILI

NG

FR

OM

AB

UT

ME

NT

NO

TE

S.

COUNTY




1'-6

3'-0

2'-

0

TO

P

OF

PIL

E

3" C

L.

4t1

5p1

5d3

S3`x`7.5

5d2 5d6

8g1

1'-6

S3 x 7.5

4t1

1'-7

LEVEL

ROADWAY

LEVEL

1'-7

BENCH MARK :


ELEV. A ELEV.

a

| BEAMS

8g3

8f1

AB

UT.

( REAR ELEVATION )

8g

1

MI

N.

EM

BE

D.

1'-

1

1'-

1

1'-

3

1'-3

BEVELED 2 x 8

KEYWAY FORMED BY

A

5h2

5d7

1'-

3

5k2

5k1


COIL ROD




NOTE:

AB

UT.

ROD

COIL

PART SECTION B-B

ELEV. ( SEE TABLE )

BOTT. OF FTG.

AB

UT.

AB

UT.

BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a

ABUT.

ABUT. ABUT.

ABUT.

ABUTMENT STEPS

TABLE OF

ELEVATIONS

TABLE OF ABUTMENT


2•" CL.

a1 b1

1'-

1 C

ON

ST

AN

T

DE

PT

H

3'-

3

8g1 FRONT & BACK

2•" CL.

5h2

3" C

L.

TYPICAL`).



1:6 SLOPE TO MATCH






NOTE:

TOP OF DECK

LOCATION

TOTAL (CU. YDS.)

QUANTITY







ABUTMENT NOTES:








8g1

5h2

8g1

5d5

5d5

5h2

4t1

S3 x 7.5

| ABUT. BRG.

1'-3

5p1

PILE SPACES @

3'-

0

1'-7

1'-7

| PILE

8g1

8g3

1'-0 1'-0 1'-0 1'-0

5p2

8f1

8f1

1'-6 1'-6

1'-0 5p2

TYP.

8g1

8g1

1'-3

1'-7

BEAM SPACES @


1'-3

1'-1 4 SPA. @

1'-6 1'-7

3'-1

3

3

4'-98f1 MIN. LAP

STANDARD SHEET 2082

B

B

ABUTMENT PILE PLAN

"A" OR "B" BEAMS INTEGRAL ABUT. DETAILS - ( R. A. ) 0°01'-7°30' SKEW

5k2 5k1

5d2 & 5d3


?? - 8g3 BACK FACE

?? - 8g1 FRONT FACE

?? - 8g1 BACK FACE

SPACING FOR :

COIL

RO

D

ƒ" ½

x 1'-

3

BY BEVELED 2x8

KEYWAY FORMED

LINE

GUTTER




NOTE:

AT | = 2'-2 )

5d6 ( MIN. LAP

LINE

GUTTER

AT | = 2'-2 )

5d7 ( MIN.LAP

LINE

GUTTER

OF ABUTMENT

BACK FACE

| PILES

| ABUT. BRG. &

HOOP SPACING

TYP. 5p1 DOUBLE

0'-8

2 @

0'-8

2 @

| APPROACH ROADWAY

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 2080 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88 PART SECTION A-A

FIELD BEND

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

CO

NC

RE

TE

QU

AN

TIT

Y

TA

BL

E

&

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

DE

SI

GN

BE

ARI

NG

NO

TE

FO

R

AB

UT.

PILI

NG

FR

OM

AB

UT

ME

NT

NO

TE

S.

COUNTY




1'-6

3'-0

2'-

0

TO

P

OF

PIL

E

3" C

L.

4t1

5p1

5d3

S3`x`7.5

5d2 5d6

8g1

1'-6

S3 x 7.5

4t1

1'-7

LEVEL

ROADWAY

LEVEL

1'-7

BENCH MARK :


ELEV. A ELEV.

a

| BEAMS

8g3

8f1

AB

UT.

( REAR ELEVATION )

8g

1

MI

N.

EM

BE

D.

1'-

1

1'-

1

1'-

3

1'-3

BEVELED 2 x 8

KEYWAY FORMED BY

A

5h2

5d7

1'-

3

5k2

5k1


COIL ROD




NOTE:

AB

UT.

ROD

COIL

PART SECTION B-B

ELEV. ( SEE TABLE )

BOTT. OF FTG.

AB

UT.

AB

UT.

BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a

ABUT.

ABUT. ABUT.

ABUT.

ABUTMENT STEPS

TABLE OF

ELEVATIONS

TABLE OF ABUTMENT


ABUTMENT NOTES:

2•" CL.

a1 b1

1'-

1 C

ON

ST

AN

T

DE

PT

H

3'-

3

8g1 FRONT & BACK

2•" CL.

5h2

3" C

L.

TYPICAL`).



1:6 SLOPE TO MATCH






NOTE:

TOP OF DECK

LOCATION

TOTAL (CU. YDS.)

QUANTITY














PILE SPACES

@ 3' -

0

1'-7

| PILE

1'-7

5p1

8g1

5h2

5d5

1'-7

4t1

8g1

1'-3 1'-3 TYP.

8g1

| ABUT. BRG.

S3x7.5

8g1BEAM SPACES

@

SAME SPACING B

ETWEEN BEAMS

1'-6 1'-7

3'-1

1'-2

1'-6

4 SPA. @

5h2

5d5

8g3

8g1

1'-0

1'-0 1'-0

1'-0

8f1

8f1

1'-6 1'-6

5p2

5p2

1'-0

3

3

4'-98f1

MIN. LAP

STANDARD SHEET 2083

B

B

ABUTMENT PILE PLAN

"A" OR "B" BEAMS INTEGRAL ABUT. DETAILS - ( R.A. ) 7°31'-15° SKEW

5k2 5k1

5d2 & 5d3

ƒ"½

x 1'-

3

COIL

RO

D


?? - 8g3 BACK FACE

?? - 8g1 FRONT FACE

?? - 8g1 BACK FACE

SPACING FOR :

LINE

GUTTER

AT | = 2'-2 )

5d7 ( MIN. LAP

AT | = 2'-2 )

5d6 ( MIN. LAP

BY BEVELED 2x8

KEYWAY FORMED




NOTE:

LINE

GUTTER

OF ABUTMENT

BACK FACE

LINE

GUTTER

HOOP SPACING TYP. 5

p1 DOUBLE

| PILES

| ABUT. BRG. &

0'-8

2 @

0'-8

2 @

| APPROACH ROADWAY

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 2083 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PART SECTION A-A

BEND

FIELD

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

CO

NC

RE

TE

QU

AN

TIT

Y

TA

BL

E

&

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

DE

SI

GN

BE

ARI

NG

NO

TE

FO

R

AB

UT.

PILI

NG

FR

OM

AB

UT

ME

NT

NO

TE

S.

COUNTY




1'-6

3'-0

2'-

0

TO

P

OF

PIL

E

3" C

L.

4t1

5p1

5d3

S3`x`7.5

5d2 5d6

8g1

1'-6

S3 x 7.5

4t1

1'-7

LEVEL

ROADWAY

LEVEL

1'-7

BENCH MARK :


ELEV. A ELEV.

a

| BEAMS

8g3

8f1

AB

UT.

( REAR ELEVATION )

8g

1

MI

N.

EM

BE

D.

1'-

1

1'-

1

1'-

3

1'-3

BEVELED 2 x 8

KEYWAY FORMED BY

A

5h2

5d7

1'-

3

5k2

5k1


COIL ROD




NOTE:

AB

UT.

ROD

COIL

PART SECTION B-B

ELEV. ( SEE TABLE )

BOTT. OF FTG.

AB

UT.

AB

UT.

BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a

ABUT.

ABUT. ABUT.

ABUT.

ABUTMENT STEPS

TABLE OF

ELEVATIONS

TABLE OF ABUTMENT


ABUTMENT NOTES:

2•" CL.

a1 b1

1'-

1 C

ON

ST

AN

T

DE

PT

H

3'-

3

8g1 FRONT & BACK

2•" CL.

5h2

3" C

L.

TYPICAL`).



1:6 SLOPE TO MATCH






NOTE:

TOP OF DECK

LOCATION

TOTAL (CU. YDS.)

QUANTITY














PILE

SPACES

@

3'-

0

1'-7

1'-7

| PILE

5p1

5p2 1'-0

1'-0

1'-0

1'-0 1'-0

1'-6 1'-6

5p2

8f1

8f1

8g1

5h2

5d5

8g1

1'-7

4t1 1'-3 TYP.

S3x7.5

8g1

BEAM SP

ACES @

SAME SP

ACING

BETWEEN BEAMS

1'-11

8g1

3'-1

1'-6 1'-7

5h2

5d5

8g1

8g3

1'-3

4 SP

A. @

1'-3

3

3

4'-9

STANDARD SHEET 2084

B

B

ABUTMENT PILE PLAN

"A" OR "B" BEAMS INTEGRAL ABUT. DETAILS - (R.A.) 15°01'-30° SKEW

5k2

5d2 & 5d3

5k1

ƒ"½

x 1'-

3

COIL

RO

D


?? - 8g3 BACK FACE

?? - 8g1 FRONT FACE

?? - 8g1 BACK FACE

SPACING FOR :

GUTTER LINE

BRG.

| ABUT.

LINE

GUTTER




NOTE:

BEND

FIELD

BY BEVELED 2x8

KEYWAY FORMED

GUTTER LINE

HOOP SP

ACING

TYP. 5p

1 DOUBLE

| PILES

| ABUT. BRG. &

OF ABUTMENT

BACK FACE

0'-8

2 @

0'-8

2 @

AT | = 2'-2 )

5d7 ( MIN. LAP AT | = 2'-2 )

5d6 ( MIN. LAP

| APPROACH ROADWAY

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 2084 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

8f1 M

IN. L

AP

PART SECTION A-A

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

CO

NC

RE

TE

QU

AN

TIT

Y

TA

BL

E

&

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

DE

SI

GN

BE

ARI

NG

NO

TE

FO

R

AB

UT.

PILI

NG

FR

OM

AB

UT

ME

NT

NO

TE

S.

COUNTY




1'-6

3'-0

2'-

0

TO

P

OF

PIL

E

3" C

L.

4t1

5p1

5d3

S3`x`7.5

5d2 5d6

8g1

1'-6

S3 x 7.5

4t1

1'-7

LEVEL

ROADWAY

LEVEL

1'-7

BENCH MARK :


ELEV. A ELEV.

a

| BEAMS

8g3

8f1

AB

UT.

( REAR ELEVATION )

8g

1

MI

N.

EM

BE

D.

1'-

1

1'-

1

1'-

3

1'-3

BEVELED 2 x 8

KEYWAY FORMED BY

A

5h2

5d7

1'-

3

5k2

5k1


COIL ROD




NOTE:

AB

UT.

ROD

COIL

PART SECTION B-B

ELEV. ( SEE TABLE )

BOTT. OF FTG.

AB

UT.

AB

UT.

BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a

ABUT.

ABUT. ABUT.

ABUT.

ABUTMENT STEPS

TABLE OF

ELEVATIONS

TABLE OF ABUTMENT


2•" CL.

a1 b1

1'-

1 C

ON

ST

AN

T

DE

PT

H

3'-

3

8g1 FRONT & BACK

2•" CL.

5h2

3" C

L.

TYPICAL`).



1:6 SLOPE TO MATCH






NOTE:

TOP OF DECK

LOCATION

TOTAL (CU. YDS.)

QUANTITY







ABUTMENT NOTES:








3'-1

1'-6

8g14t1

5d5

6g4

8g1

1'-2 1'-2 4 SPA. @

BEAM SPACES @

| ABUT.

BRG.

S3x7.5

1'-5

3'-0

6'-

6

5'-

0

TY

P.

4 S

PA.

@ 1'-

0

= 4'-

0

5 - 6g

4

EA

CH F

AC

E

1'-5 TYP.


3'-1

1'-6

1'-7

8f4

5p2

6g4

8g1

8g3 8g1

8g15d5

1'-

6

3'-

0

1'-

6

5p1

5p1 8f1

| PILE

5p2

8f4

8f3

1'-0

1'-

0

1'-

6

3'-

0

1'-

6

1'-

6

5'-

0

6'-

6

1'-

6

5'-

0

6p3

1'-

0

1'-0

8f1

STANDARD SHEET 2085

1'-

6

PILE SPACES @

8f4 8f3

6

3

3

3

66

3

4'-9

8f1 MIN. LAP

B

B

PART SECTION A - A ABUTMENT PILE PLAN

"C" OR "D" BEAMS - INTEGRAL ABUT. DETAILS - O° SKEW

BEND

FIELD

1'-4 1"

1'-8 1'-4 1'-6 1'-6

COIL ROD

ƒ"½`x`1'-3

5k2

5d2 & 5d3

5k1

? - 5k1 & 5K2 BACK FACE

? - 8g3 BACK FACE

? - 8g1 FRONT FACE

? - 8g1 BACK FACE

SPACING FOR:

AT | = 2'-2 )

5d7 (MIN. LAP

BY BEVELED 2x8

KEYWAY FORMED

LINE

GUTTER

AT | = 2'-2 )

5d6 ( MIN. LAP

LINE

GUTTER

LINE

GUTTER

& | PILES

| ABUT. BRG.

HOOP SPACING

TYP. 5p1 DOUBLE

OF ABUTMENT

BACK FACE

TYP. 8

0'-8

2 @

0'-8

2 @

| APPROACH ROADWAY

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 2085 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

5d9

5d8

5d8

5d9

2'-

10

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

CO

NC

RE

TE

QU

AN

TIT

Y

TA

BL

E

&

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

DE

SI

GN

BE

ARI

NG

NO

TE

FO

R

AB

UT.

PILI

NG

FR

OM

AB

UT

ME

NT

NO

TE

S.

COUNTY




ELEV. A ELEV.

a

| BEAMS

BENCH MARK:

AB

UT.

AB

UT.

AB

UT.

AB

UT.

( REAR ELEVATION )

LEVEL

ROADWAY 1'-7 1'-7

LEVEL

S3x7.5

4t1

5p2

6g4

( WINGS NOT SHOWN )

1'-

1

1'-

1

A A


PART

SECTION C-C

5c3 5c14* *

1'-

6

2

6g4

2" CL. 2" CL.

COIL ROD

8f4 5p1

6p3

8f1

4t1

5d3

5d2

5d6

S3x7.5

3" C

L.

3'-0

5p2

6g4

1'-

1

1'-3

8g

1

MI

N.

EM

BE

D.

3'-

3

1'-

3

JOINTS

CONSTR.

C

C

1'-

3

5k1

1" CHAMFER

5d7

5k2

8g1

6a1 8g3

TOP OF DECK

ROD

COIL

PART SECTION B-B

BEVELED 2x8

KEYWAY FORMED BY

6g

4

BA

RS

MI

N.

EM

BE

DM

EN

T

DE

PT

H

CO

NS

TA

NT

2† CL.


BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a

ABUT.ABUT. ABUT. ABUT.

ABUTMENT STEPS

TABLE OF

ELEVATIONS

TABLE OF ABUTMENT

SUPERSTRUCTURE QUANTITIES.

5c3 AND 5c14 ARE INCLUDED IN

OF BARRIER RAIL. REINFORCING BARS

SEE DESIGN SHEET ?? FOR DETAILS

* NOTE:

2•" CL. CL.

2•"

5b1

ABUTMENT NOTES:

( SEE TABLE`)

FTG. ELEV.

BOTT. OF

1'-

9

AND BACK

8g1 FRONT

2'-

0

TO

P

OF

PIL

E

( 'D' BEAM SHOWN )

5d8

8f4

8f3

5h4

5d8

5h25h4

5d9

3

CL.

5d8

5d9





NOTE:

TOP OF DECK

LOCATION

TOTAL (CU. YDS.)

QUANTITY











NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THEABUTMENT FOOTING DETAILS



NOTE: ?? - HP 10 x 57 STEEL BEARING PILING


3'-0

6g4

5d5

8g1

1'-7

1'-5 1'-5 TYP.

8g1

8g1

3'-1

1'-6 1'-7

5d5

8g1

6g4

1'-7

5p2

5k1 8g3 8g1

6'-

6

TY

P.

4 S

PA.

@ 1'-

0

= 4'-

0

5 - 6g

4

EA

CH F

AC

E

BEAM SPACES @

SAME SPACING BETWEEN BEAMS 1'-2

1'-4

4 SPA. @

S3x7.5

4t1

1'-0

1'-

0

1'-

6

6'-

6

5p2

| PILE

6p3

1'-

6

5'-

0

5p4

TYP.

5p1 8f1

8f1

PILE SPACES @

1'-6

3'-

0

1'-0

1'-6

1'-

0

1'-

6

5'-

0 8f3

STANDARD SHEET 2086

8f5

8f5

8f4 8f3

8

6

3

3

3

6

3

4'-9

PART SECTION A - A ABUTMENT PILE PLAN

B

B

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

1"1'-4

1'-8 1'-4

1'-6 1'-6

COIL ROD

ƒ"½`x`1'-3

8f1 MIN. LAP

GUTTER LINE

GUTTER LINE

| ABUT. BRG.

5d2 & 5d3

GUTTER LINE

5k2


?? - 8g3 BACK FACE

?? - 8g1 FRONT FACE

?? - 8g1 BACK FACE

SPACING FOR :

BEND

FIELD

BY BEVELED 2x8

KEYWAY FORMED AT | = 2'-2 )

5d7 ( MIN. LAP

AT | = 2'-2 )

5d6 ( MIN. LAP

& | PILES

| ABUT. BRG.

OF ABUTMENT

BACK FACE

HOOP SPACING

TYP. 5p1 DOUBLE

0'-8

2 @

2 @

0'-8

TO LONGIT. STEEL.

TO MISS BEAMS. PLACE 8g3 BARS PARALLEL


NOTE:

| APPROACH ROADWAY

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 2086 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

2'-

10

5d8

5d9

5d9

5d8

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

CO

NC

RE

TE

QU

AN

TIT

Y

TA

BL

E

&

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

DE

SI

GN

BE

ARI

NG

NO

TE

FO

R

AB

UT.

PILI

NG

FR

OM

AB

UT

ME

NT

NO

TE

S.

COUNTY




ELEV. A ELEV.

a

| BEAMS

BENCH MARK:

AB

UT.

AB

UT.

AB

UT.

AB

UT.

( REAR ELEVATION )

LEVEL

ROADWAY 1'-7 1'-7

LEVEL

S3x7.5

4t1

5p2

6g4

( WINGS NOT SHOWN )

1'-

1

1'-

1

A A


PART

SECTION C-C

5c3 5c14* *

1'-

6

2

6g4

2" CL. 2" CL.

COIL ROD

8f4 5p1

6p3

8f1

4t1

5d3

5d2

5d6

S3x7.5

3" C

L.

3'-0

5p2

6g4

1'-

1

1'-3

8g

1

MI

N.

EM

BE

D.

3'-

3

1'-

3

JOINTS

CONSTR.

C

C

1'-

3

5k1

1" CHAMFER

5d7

5k2

8g1

6a1 8g3

TOP OF DECK

ROD

COIL

PART SECTION B-B

BEVELED 2x8

KEYWAY FORMED BY

6g

4

BA

RS

MI

N.

EM

BE

DM

EN

T

DE

PT

H

CO

NS

TA

NT

2† CL.


BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a


ABUTMENT STEPS

TABLE OF

ELEVATIONS

TABLE OF ABUTMENT





* NOTE:

2•" CL. CL.

2•"

5b1

ABUTMENT NOTES:

( SEE TABLE`)

FTG. ELEV.

BOTT. OF

1'-

9

AND BACK

8g1 FRONT

2'-

0

TO

P

OF

PIL

E

( 'D' BEAM SHOWN )

5d8

8f4

8f3

5h4

5d8

5h25h4

5d9

3

CL.

5d8

5d9





NOTE:

TOP OF DECK

LOCATION

TOTAL (CU. YDS.)

QUANTITY
















3'-0

6g4

5d5

8g1

1'-7

4t1

S3x7.5

8g1

1'-5 1'-5 TYP.

8g1

1'-6 1'-7

3'-1

5d5

8g1

6g4

1'-7

5p2

8g1

8g3


1'-3

1'-7

4 SPA. @

TY

P.

6'-

6

4 S

PA.

@ 1'-

0

= 4'-

0

5 - 6g

4

EA

CH F

AC

E

| PILE

5p2

8f3

6p3

8f1

8f1

5p1 5p4

6'-

6

1'-

6

5'-

0

1'-

6

5'-

0

1'-

0

PILE SPACES @

3'-

0

1'-6

1'-0

TYP.

1'-

0 1'-

6

1'-0

1'-6

ABUTMENT PILE PLAN

STANDARD SHEET 2087

8f5

8f4 8f3

8f5

8

63

3

3

6

3

4'-9

B

B

PART SECTION A - A

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

1'-6 1'-6

1'-8 1'-4

COIL ROD

ƒ"½`x`1'-3

1'-4 1"

5k2

GUTTER LINE

FIELD BEND

GUTTER LINE

5d2 & 5d3

| ABUT. BRG.

5k1

GUTTER LINE

AT | = 2'-2 )

5d7 ( MIN. LAP

AT | = 2'-2 )

5d6 ( MIN. LAP


?? - 8g3 BACK FACE

?? - 8g1 FRONT FACE

?? - 8g1 BACK FACE

SPACING FOR :

TO LONGIT. STEEL.



NOTE:

BY BEVELED 2x8.

KEYWAY FORMED

& | PILES

| ABUT. BRG.

HOOP SPACING

TYP. 5p1 DOUBLE

OF ABUTMENT

BACK FACE

0'-8

2 @

0'-8

2 @

| APPROACH ROADWAY

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 2087 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

8f1 MIN. LAP

2'-

10

5d9

5d8

5d8

5d9

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

CO

NC

RE

TE

QU

AN

TIT

Y

TA

BL

E

&

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

DE

SI

GN

BE

ARI

NG

NO

TE

FO

R

AB

UT.

PILI

NG

FR

OM

AB

UT

ME

NT

NO

TE

S.

COUNTY




ELEV. A ELEV.

a

| BEAMS

BENCH MARK:

AB

UT.

AB

UT.

AB

UT.

AB

UT.

( REAR ELEVATION )

LEVEL

ROADWAY 1'-7 1'-7

LEVEL

S3x7.5

4t1

5p2

6g4

( WINGS NOT SHOWN )

1'-

1

1'-

1

A A


PART

SECTION C-C

5c3 5c14* *

1'-

6

2

6g4

2" CL. 2" CL.

COIL ROD

8f4 5p1

6p3

8f1

4t1

5d3

5d2

5d6

S3x7.5

3" C

L.

3'-0

5p2

6g4

1'-

1

1'-3

8g

1

MI

N.

EM

BE

D.

3'-

3

1'-

3

JOINTS

CONSTR.

C

C

1'-

3

5k1

1" CHAMFER

5d7

5k2

8g1

6a1 8g3

TOP OF DECK

ROD

COIL

PART SECTION B-B

BEVELED 2x8

KEYWAY FORMED BY

6g

4

BA

RS

MI

N.

EM

BE

DM

EN

T

DE

PT

H

CO

NS

TA

NT

2† CL.


BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a


ABUTMENT STEPS

TABLE OF

ELEVATIONS

TABLE OF ABUTMENT





* NOTE:

2•" CL. CL.

2•"

5b1

ABUTMENT NOTES:

( SEE TABLE`)

FTG. ELEV.

BOTT. OF

1'-

9

AND BACK

8g1 FRONT

2'-

0

TO

P

OF

PIL

E

( 'D' BEAM SHOWN )

5d8

8f4

8f3

5h4

5d8

5h25h4

5d9

3

CL.

5d8

5d9





NOTE:

TOP OF DECK

LOCATION

TOTAL (CU. YDS.)

QUANTITY
















3'-0

6g4

5d5

1'-7

8g1

4t1

8g1

S3x7.5 8g1

1'-5 1'-5 TYP.

3'-1

1'-6 1'-7

5d5

8g1

6g4 5p2

1'-7

8g3

8g1

TY

P.

4 S

PA.

@ 1'-

0

= 4'-

0

5 - 6g

4

EA

CH F

AC

E

2'-0

1'-4 4 SPA. @


BEAM SPACES @ TYP.

5p1

8f1

8f1

| PILE

5p2

8f3

6p3

1'-

6

6'-

6

5'-

0

1'-

6

5'-

0

1'-

0

1'-6 3'-

0

5p4

PILE SPACES @

1'-0

1'-

0 1'-

6

1'-6

STANDARD SHEET 2088

1'-0

6'-

6

8f5

8f5

8f3

8f4

8

6

3

3

3

6

4'-9

B

B

PART SECTION A - A

ABUTMENT PILE PLAN

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

1'-61'-6

1'-8 1'-4

1"1'-4

COIL ROD

ƒ"½`x`1'-3

GUTTER LINE

| ABUT. BRG.

5d2 & 5d3

FIELD BEND

5k2

GUTTER LINE

GUTTER LINE

5k1

BY BEVELED 2x8

KEYWAY FORMED

TO LONGIT. STEEL.



NOTE:

AT | = 2'-2 )

5d6 ( MIN. LAP

AT | = 2'-2 )

5d7 ( MIN. LAP

& | PILES

| ABUT. BRG.


?? - 8g3 BACK FACE

?? - 8g1 FRONT FACE

?? - 8g1 BACK FACE

SPACING FOR :

OF ABUTMENT

BACK FACE

0'-8

2 @

0'-8

2 @

8f1 MIN. LAP

SPACING

HOOP

DOUBLE

TYP. 5p1

| APPROACH ROADWAY

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 2088 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

2'-

10

5d9

5d8

5d8

5d9

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

CO

NC

RE

TE

QU

AN

TIT

Y

TA

BL

E

&

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

DE

SI

GN

BE

ARI

NG

NO

TE

FO

R

AB

UT.

PILI

NG

FR

OM

AB

UT

ME

NT

NO

TE

S.

COUNTY




ELEV. A ELEV.

a

| BEAMS

BENCH MARK:

AB

UT.

AB

UT.

AB

UT.

AB

UT.

( REAR ELEVATION )

LEVEL

ROADWAY 1'-7 1'-7

LEVEL

S3x7.5

4t1

5p2

6g4

( WINGS NOT SHOWN )

1'-

1

1'-

1

A A


PART

SECTION C-C

5c3 5c14* *

1'-

6

2

6g4

2" CL. 2" CL.

COIL ROD

8f4 5p1

6p3

8f1

4t1

5d3

5d2

5d6

S3x7.5

3" C

L.

3'-0

5p2

6g4

1'-

1

1'-3

8g

1

MI

N.

EM

BE

D.

3'-

3

1'-

3

JOINTS

CONSTR.

C

C

1'-

3

5k1

1" CHAMFER

5d7

5k2

8g1

6a1 8g3

TOP OF DECK

ROD

COIL

PART SECTION B-B

BEVELED 2x8

KEYWAY FORMED BY

6g

4

BA

RS

MI

N.

EM

BE

DM

EN

T

DE

PT

H

CO

NS

TA

NT

2† CL.


BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a


ABUTMENT STEPS

TABLE OF

ELEVATIONS

TABLE OF ABUTMENT





* NOTE:

2•" CL. CL.

2•"

5b1

ABUTMENT NOTES:

( SEE TABLE`)

FTG. ELEV.

BOTT. OF

1'-

9

AND BACK

8g1 FRONT

2'-

0

TO

P

OF

PIL

E

( 'D' BEAM SHOWN )

5d8

8f4

8f3

5h4

5d8

5h25h4

5d9

3

CL.

5d8

5d9





NOTE:

TOP OF DECK

LOCATION

TOTAL (CU. YDS.)

QUANTITY
















5d5

5p2

6g4

1'-7

8g1

3'-1

1'-6 1'-7

1'-4 1'-2

4 SPA. @

SAME SPACING BETWEEN BEAMS BEAM SPACES @

6'-

6

TY

P.

4 S

PA.

@ 1'-

0

= 4'-

0

5 - 6g

4

EA

CH F

AC

E

6g4

3'-0

5d5

8g1

1'-7

4t1

S3x7.5

TYP. 1'-5 1'-5

8g1

8g1 8g3 5k1

1'-

6

5'-

0

6'-

6

TYP.

8f1

8f1

| PILE

1'-

6

5'-

0

1'-

0

1'-0

PILE SPACES @

3'-

0

1'-6

5p2

8f4

8f3

6p3

5p4

5p1

1'-

0 1'-

6

1'-6

1'-0

STANDARD SHEET 2089

8f5

8g1

8f3 8f5

6

8

3

3

3

3

6

4'-9

PART SECTION A - A

ABUTMENT PILE PLAN

B

B

5p4

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

COIL ROD

ƒ"½`x`1'-3

1'-4 1"

1'-6 1'-6

1'-4 1'-8

GUTTER LINE

GUTTER LINE

GUTTER LINE

| ABUT. BRG.

5d2 & 5d3

5k2


?? - 8g3 BACK FACE

?? - 8g1 FRONT FACE

?? - 8g1 BACK FACE

SPACING FOR :

HOOP SPACING TYP. 5p1 DOUBLE

OF ABUTMENT

BACK FACE

& | PILES

| ABUT. BRG.

BEND

FIELD

AT | = 2'-2 )

5d6 ( MIN. LAP

AT | = 2'-2 )

5d7 ( MIN. LAP

TO LONGIT. STEEL.



NOTE:

BY BEVELED 2x8

KEYWAY FORMED

0'-8

2 @

0'-8

2 @

| APPROACH ROADWAY

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 2089 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

8f1 MIN. LAP

2'-

10

5d9

5d8

5d9

5d8

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

CO

NC

RE

TE

QU

AN

TIT

Y

TA

BL

E

&

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

DE

SI

GN

BE

ARI

NG

NO

TE

FO

R

AB

UT.

PILI

NG

FR

OM

AB

UT

ME

NT

NO

TE

S.

COUNTY




ELEV. A ELEV.

a

| BEAMS

BENCH MARK:

AB

UT.

AB

UT.

AB

UT.

AB

UT.

( REAR ELEVATION )

LEVEL

ROADWAY 1'-7 1'-7

LEVEL

S3x7.5

4t1

5p2

6g4

( WINGS NOT SHOWN )

1'-

1

1'-

1

A A


PART

SECTION C-C

5c3 5c14* *

1'-

6

2

6g4

2" CL. 2" CL.

COIL ROD

8f4 5p1

6p3

8f1

4t1

5d3

5d2

5d6

S3x7.5

3" C

L.

3'-0

5p2

6g4

1'-

1

1'-3

8g

1

MI

N.

EM

BE

D.

3'-

3

1'-

3

JOINTS

CONSTR.

C

C

1'-

3

5k1

1" CHAMFER

5d7

5k2

8g1

6a1 8g3

TOP OF DECK

ROD

COIL

PART SECTION B-B

BEVELED 2x8

KEYWAY FORMED BY

6g

4

BA

RS

MI

N.

EM

BE

DM

EN

T

DE

PT

H

CO

NS

TA

NT

2† CL.


BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a


ABUTMENT STEPS

TABLE OF

ELEVATIONS

TABLE OF ABUTMENT





* NOTE:

2•" CL. CL.

2•"

5b1

ABUTMENT NOTES:

( SEE TABLE`)

FTG. ELEV.

BOTT. OF

1'-

9

AND BACK

8g1 FRONT

2'-

0

TO

P

OF

PIL

E

( 'D' BEAM SHOWN )

5d8

8f4

8f3

5h4

5d8

5h25h4

5d9

3

CL.

5d8

5d9





NOTE:

TOP OF DECK

LOCATION

TOTAL (CU. YDS.)

QUANTITY
















5d5

8g1

6g4 5p2

1'-7

3'-1

1'-6 1'-7

1'-7

1'-3

4 SPA. @

6'-

6

TY

P.

4 S

PA.

@ 1'-

0

= 4'-

0

5 - 6g

4

EA

CH F

AC

E

6g4

3'-0

1'-7

8g1

5d5

4t1

1'-5 1'-5 TYP.

S3x7.5

8g1

8g1

8g1 8g3

BEAM SPACES

@

SAME SPACING B

ETWEEN BEAMS

5p2

8f4

8f3

| PILE

8f16p3

1'-

6

5'-

0

1'-

0

1'-

0

1'-

6

1'-

6

5'-

0

6'-

6

5p4

TYP.

1'-0

PILE SPACES

@

1'-0

8f1

1'-6

3'-

0

1'-6

5p1

STANDARD SHEET 2090

8f5

8f3 8f5

6

8

3

3

6

3

3

4'-9

PART SECTION A - A

ABUTMENT PILE PLAN

B

B

5p4

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

1'-6 1'-6

1'-4 1'-8

COIL ROD

ƒ"½`x`1'-3

1'-4 1"

GUTTER LINE

GUTTER LINE

FIELD BEND

5d2 & 5d3

| ABUT. BRG.

5k1

5k2


?? - 8g3 BACK FACE

?? - 8g1 FRONT FACE

?? - 8g1 BACK FACE

SPACING FOR :

AT | = 2'-2 )

5d6 ( MIN. LAP

AT | = 2'-2 )

5d7 ( MIN. LAP

TO LONGIT. STEEL.



NOTE:

BY BEVELED 2x8

KEYWAY FORMED

OF ABUTMENT

BACK FACE

LINE

GUTTER

HOOP SPACIN

G TYP. 5p1 DOUBLE

& | PILES

| ABUT. BRG.

0'-8

2 @

0'-8

2 @

| APPROACH ROADWAY

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 2090 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

8f1 MIN. LAP

2'-

10

5d9

5d8

5d8

5d9

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

CO

NC

RE

TE

QU

AN

TIT

Y

TA

BL

E

&

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

DE

SI

GN

BE

ARI

NG

NO

TE

FO

R

AB

UT.

PILI

NG

FR

OM

AB

UT

ME

NT

NO

TE

S.

COUNTY




ELEV. A ELEV.

a

| BEAMS

BENCH MARK:

AB

UT.

AB

UT.

AB

UT.

AB

UT.

( REAR ELEVATION )

LEVEL

ROADWAY 1'-7 1'-7

LEVEL

S3x7.5

4t1

5p2

6g4

( WINGS NOT SHOWN )

1'-

1

1'-

1

A A


PART

SECTION C-C

5c3 5c14* *

1'-

6

2

6g4

2" CL. 2" CL.

COIL ROD

8f4 5p1

6p3

8f1

4t1

5d3

5d2

5d6

S3x7.5

3" C

L.

3'-0

5p2

6g4

1'-

1

1'-3

8g

1

MI

N.

EM

BE

D.

3'-

3

1'-

3

JOINTS

CONSTR.

C

C

1'-

3

5k1

1" CHAMFER

5d7

5k2

8g1

6a1 8g3

TOP OF DECK

ROD

COIL

PART SECTION B-B

BEVELED 2x8

KEYWAY FORMED BY

6g

4

BA

RS

MI

N.

EM

BE

DM

EN

T

DE

PT

H

CO

NS

TA

NT

2† CL.


BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a


ABUTMENT STEPS

TABLE OF

ELEVATIONS

TABLE OF ABUTMENT





* NOTE:

2•" CL. CL.

2•"

5b1

ABUTMENT NOTES:

( SEE TABLE`)

FTG. ELEV.

BOTT. OF

1'-

9

AND BACK

8g1 FRONT

2'-

0

TO

P

OF

PIL

E

( 'D' BEAM SHOWN )

5d8

8f4

8f3

5h4

5d8

5h25h4

5d9

3

CL.

5d8

5d9





NOTE:

TOP OF DECK

LOCATION

TOTAL (CU. YDS.)

QUANTITY
















5d5

6g4

1'-7

5p2

1'-7 1'-6

3'-1

8g1

S3x7.5

1'-5 1'-5 TYP. 8g1

8g1

8g3

3'-0

6g4

5d5

8g1

1'-7

4t1

TY

P.

6'-

6

4 S

PA.

@ 1'-

0

= 4'-

0

5 - 6g

4

EA

CH F

AC

E

BEAM SP

ACES @

SAME SP

ACING

BETWEEN BEAMS

2'-0

1'-4

4 SP

A. @

8g1

1'-0 1'-

0

PILE

SPACES

@

1'-6 3'-

0 1'-6

| PILE

5p2

8f4

8f3

6p3

8f1

8f1

5p4 5p1

TYP.

1'-

6

5'-

0

1'-

0

1'-

6

5'-

0

6'-

6

1'-

6

1'-

0

STANDARD SHEET 2091

8f5

8f3

8f5

6

8

3

6

3

3

4'-9

ABUTMENT PILE PLAN

B

B

5p4

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

1'-4 1'-8

1'-6 1'-6COIL ROD

ƒ"½`x`1'-31"1'-4

GUTTER LINE

FIELD BEND

5k2

GUTTER LINE

5d2 & 5d3

| ABUT. BRG.

5k1

AT | = 2'-2 )

5d6 ( MIN. LAP

AT | = 2'-2 )

5d7 (MIN. LAP


?? - 8g3 BACK FACE

?? - 8g1 FRONT FACE

?? - 8g1 BACK FACE

SPACING FOR :

BY BEVELED 2x8

KEYWAY FORMED

& | PILES

| ABUT. BRG.

OF ABUTMENT

BACK FACE

LINE

GUTTER

HOOP SP

ACING

TYP. 5p1

DOUBLE

0'-8

2 @

0'-8

2 @




NOTE:

| APPROACH ROADWAY

PART SECTION A-A

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 2091 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

8f1

MIN. L

AP

2'-

10

5d9

5d8

5d9

5d8

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

CO

NC

RE

TE

QU

AN

TIT

Y

TA

BL

E

&

RE

FE

RR

AL

NO

TE

TO

SU

MM

AR

Y

QU

AN

TIT

Y

SH

EE

T. R

EM

OV

ED

DE

SI

GN

BE

ARI

NG

NO

TE

FO

R

AB

UT.

PILI

NG

FR

OM

AB

UT

ME

NT

NO

TE

S.

COUNTY




ELEV. A ELEV.

a

| BEAMS

BENCH MARK:

AB

UT.

AB

UT.

AB

UT.

AB

UT.

( REAR ELEVATION )

LEVEL

ROADWAY 1'-7 1'-7

LEVEL

S3x7.5

4t1

5p2

6g4

( WINGS NOT SHOWN )

1'-

1

1'-

1

A A


PART

SECTION C-C

5c3 5c14* *

1'-

6

2

6g4

2" CL. 2" CL.

COIL ROD

8f4 5p1

6p3

8f1

4t1

5d3

5d2

5d6

S3x7.5

3" C

L.

3'-0

5p2

6g4

1'-

1

1'-3

8g

1

MI

N.

EM

BE

D.

3'-

3

1'-

3

JOINTS

CONSTR.

C

C

1'-

3

5k1

1" CHAMFER

5d7

5k2

8g1

6a1 8g3

TOP OF DECK

ROD

COIL

PART SECTION B-B

BEVELED 2x8

KEYWAY FORMED BY

6g

4

BA

RS

MI

N.

EM

BE

DM

EN

T

DE

PT

H

CO

NS

TA

NT

2† CL.


BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a


ABUTMENT STEPS

TABLE OF

ELEVATIONS

TABLE OF ABUTMENT





* NOTE:

2•" CL. CL.

2•"

5b1

( SEE TABLE`)

FTG. ELEV.

BOTT. OF

1'-

9

AND BACK

8g1 FRONT

2'-

0

TO

P

OF

PIL

E

( 'D' BEAM SHOWN )

5d8

8f4

8f3

5h4

5d8

5h25h4

5d9

3

CL.

5d8

5d9





NOTE:

TOP OF DECK

LOCATION

TOTAL (CU. YDS.)

QUANTITY









ABUTMENT NOTES:








2

2 5 5b1 BARS

5d1

5e2

5e4

5e3 5e1

1'-7

5d3 & 5d4

5d2

5b1

b2 SPACING

TOP OF DECK

1'-1• 1'-1•6 SP. @ 0'-9 = 4'-6

5d2

5d3

S3 x 7.5

4t1

8g1

5d5

3'-

6

AT

LO

W

ST

EP

8ƒ

1 x 8 x 0'-8 10•

8

8 4

2 1'-5 1'-6

8 8 10 10

1'-1• 1'-1•

5 SP. @ 0'-9=3'-9

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

15 - 5b1 BARS

TYPICAL 5b1 SPACING

TYPICAL 5b1 SPACING

( TOP OF DECK )

( BOTTOM OF DECK )

6a @ 10" |'S

1" C

L.

" C

L.

2•

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

| ROADWAY

SYMMETRICAL ABOUT

30'-0 ROADWAY

1'-7

LEVEL

15'-0

3'-0 PARABOLIC

CROWN

HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER

5b1

b2

3‚

3‚

2‡ 1‚ …

12'-0 TANGENT ON 2.0 % SLOPE

6

SHEET.

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

ROD ( BENT ) .

ƒ"½ x 1'-3 COIL

COIL ROD

ƒ"½ x 1'-3 COIL ROD

ƒ"½ x 1'-3

3'-2

1"

SPACED @ 2'-0

INDENTATION

3'-2 BECOMES 3'-1.

FACES. DIMENSION

FOOTING & BACKWALL

BEAMS TO ALIGN

REDRAW FOR A & B

STANDARD SHEET 4380 30' RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION - LRFD DESIGN

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

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4380 -

THIS

SH

EE

T IS

SU

ED 11-06. L

RF

D

DE

SI

GN

ED

DE

CK.

JOINT

CONSTRUCTION

• INCH HAUNCH.

INCLUDE THE NOMINAL

DECK AREA DOES NOT

DECK AREA = 22.67 SQ. FT.

BARS IN TOP OF DECK)

(CENTERED BETWEEN 6a

5j1 BARS AT 10" |'s

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

DEPENDING ON BARRIER

SHOULD BE ON OR OFF

"REBAR EPOXY A" LEVEL

NOTE: "STAINLESS STEEL" LEVEL OR

COUNTY




TABLE OF

SIZE OF ' b2 ' BAR

BEAM

A`, B & C D

30'-0

34'-2

38'-4

42'-6

46'-8

55'-0

59'-2

63'-4

67'-6

71'-8

80'-0

5

5

5

5

5

6

6

7

7

7

8

8

8

8

8

35'-0

40'-0

45'-0

50'-0

55'-0

60'-0

65'-0

70'-0

75'-0

80'-0

85'-0

90'-0

95'-0

6

THE MIDPOINT OF THE 'b2' BAR IS TO BE

PLACED AT THE | OF PIER.

100'-0 9

9105'-0

50'-10

75'-10

ADJACENT SPAN

LONGEST

SIZE

BAR

110'-0 9

8

8

*

STRAIGHT LINE BETWEEN HAUNCHES

INTERIOR BEAMS

TYPICAL DECK AND

HAUNCH DETAIL

8

*

9

10‚

BETWEEN HAUNCHES

STRAIGHT LINE

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

WELDED ON OPPOSITE

SIDES OF DRAIN TO

SERVE AS ANCHOR.

DRAIN DETAILS

R=1'-0

‚‚

7• 3• ‚

1"

1•

BEAM SIZE

WT. LBS.

LENGTH FT.

A B C D

DATA FOR ONE DRAIN

MI

N.

1'-

0

85 96 106

5'-5ƒ4'-11ƒ4'-4ƒ

120

6'-2ƒ

1"`x`„`x`0'-10 {

TUBE WITH ‚" WALL THICKNESS.

4`x`8 OUTSIDE DIMENSION ROLLED

‚" STEEL PLATE ( WELDED`) OR

STEEL" . WEIGHT IS BASED ON ROLLED TUBE.

WEIGHT OF DRAINS IS INCLUDED IN THE QUANTITY FOR "STRUCTURAL

"`SITUATION PLAN`" ON DESIGN SHEET ____ FOR LOCATION.

DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED. SEE

NOTE :

SHEET NO. ____

" DECK THICKNESS DETAILS " ON DESIGN

* FOR DECK THICKNESS OVER BEAMS SEE

CONCRETE AT DRAIN

1" DEPRESSION IN DECK

TOP OF DECK

TOP OF DECK

FOR NAILING TO FORMS.

HOLES IN EACH OUTSTANDING LEG

BOTH SIDES OF DRAIN WITH 2`-`‚"½

L`1‚`x`1‚`x`„`x0'-4 WELDED TO

QUANTITIES SHEET.

INCLUDED ON THE SUMMARY

NOTE: DRAIN WEIGHTS ARE

BRIDGE DECK CROSS SECTION

LENGTH OF S3 x 7.5( ABUTMENT BEAM SEAT`)

BEAM BOTTOM

FLANGE WIDTH

LENGTH OF

S3 x 7.5

1'-5

1'-8

1'-10

1'-3•

1'-6•

1'-8•

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.

AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.

COST OF BEARING MATERIAL IS TO BE INCLUDED IN THE PRICE

BID FOR "PRETENSIONED PRESTRESSED CONCRETE BEAMS".

COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO

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

TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND

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

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

ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE

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

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

QUANTITIES SHEET.




3'-0 PARABOLIC

CROWN

5d3 & 5d4

S3 x 7.5

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

TYPICAL 5b1 SPACING

( TOP OF DECK )

( BOTTOM OF DECK )

1'-7

LEVEL

8 8

HALF SECTION NEAR PIER

4t1

8g1

5d5

3'-

6

AT

LO

W

ST

EP

8ƒ

1 x 8 x 0'-8

INDENTATION

SPACED @ 2'-0

10•

8

8 4

b2 SPACING

TOP OF DECK

5b1

17 - 5b1 BARS

9‹

1'-0•

6 SP. @ 0'-9

=4'-6

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

2

2 5 5b1 BARS

5d1

5e2

5e4

1'-7

1'-0‡7 SP. @ 0'-9 = 5'-3

5d2

2'-0

1"

CL.

2•"

CL.

40'-0 ROADWAY

5 BEAM SPACES @ 7'-4Ž - = 37'-0

5d2

5d3

5b1

3'-0 PARABOLIC

CROWN

1'-7

LEVEL

18'-0 22'-0

9…

1'-0‡

1'-8…

5e3 5e1

1'-0•1'-6 1'-5 2

b2

5'-8‹

4•

4•

4Œ 2Ž

1 … „

44

3†1Ž…

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

6

ROD ( BENT ) .

ƒ"½ x 1'-3 COIL

COIL ROD

ƒ"½ x 1'-3

COIL ROD

ƒ"½ x 1'-3

JOINT

CONSTRUCTION

ROADWAY

| APPROACH

6a @ 10" |'S | BRIDGE

3'-2

1"3'-2 BECOMES 3'-1.

FACES. DIMENSION

FOOTING & BACKWALL

BEAMS TO ALIGN

REDRAW FOR A & B

HALF SECTION NEAR ABUTMENT

SHEET.

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF



EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4383 -

THIS

SH

EE

T IS

SU

ED 11-06. L

RF

D

DE

SI

GN

ED

DE

CK.



5j1 BARS AT 10" |'s

• INCH HAUNCH.

INCLUDE THE NOMINAL

DECK AREA DOES NOT


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.

COUNTY




TABLE OF

SIZE OF ' b2 ' BAR

BEAM

A`, B & C D

30'-0

34'-2

38'-4

42'-6

46'-8

55'-0

59'-2

63'-4

67'-6

71'-8

80'-0

5

5

5

5

5

6

6

7

7

7

8

8

8

8

8

35'-0

40'-0

45'-0

50'-0

55'-0

60'-0

65'-0

70'-0

75'-0

80'-0

85'-0

90'-0

95'-0

6



100'-0 9

9105'-0

50'-10

75'-10

ADJACENT SPAN

LONGEST

SIZE

BAR

110'-0 9

8

8

*


INTERIOR BEAMS

TYPICAL DECK AND

HAUNCH DETAIL

8

*

9

10‚

BETWEEN HAUNCHES

STRAIGHT LINE

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

WELDED ON OPPOSITE

SIDES OF DRAIN TO

SERVE AS ANCHOR.

DRAIN DETAILS

R=1'-0

‚‚

7• 3• ‚

1"

1•

BEAM SIZE

WT. LBS.

LENGTH FT.

A B C D

DATA FOR ONE DRAIN


BEAM BOTTOM

FLANGE WIDTH

LENGTH OF

S3 x 7.5

1'-5

1'-8

1'-10

1'-3•

1'-6•

1'-8•



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

85 96 106

5'-5ƒ4'-11ƒ4'-4ƒ

120

6'-2ƒ







1"`x`„`x`0'-10 {








NOTE :

SHEET NO. ____









CONCRETE AT DRAIN


TOP OF DECK

TOP OF DECK





QUANTITIES SHEET.





b2 SPACING

TOP OF DECK

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

TYPICAL 5b1 SPACING

( TOP OF DECK )

( BOTTOM OF DECK )

1'-7

LEVEL 3'-0 PARABOLIC

CROWN

44'-0 ROADWAY

22'-0

15 - 5b1 BARS

8 8 10• 10•

1'-2 1'-2

5 SP. @ 0'-9

= 3'-9

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

6a @ 10" |'S


2

2 5 5b1 BARS

5d1

5e2

5e4

1'-7

4t1

8g1

5d5 3'-

6

AT

LO

W

ST

EP

8ƒ

1 x 8 x 0'-8

INDENTATION

SPACED @ 2'-0

10•

8

8 4

5d3 & 5d4

S3 x 7.5

1'-2 1'-2 6 SP. @ 0'-9 = 4'-6

5b1

" C

L.

2•

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

1"

CL.

5d2 5d2

5d3

5e3 5e1

b2

SYMMETRICAL ABOUT |

ROADWAY.

4•

4•

4Œ 2• 1Š …


6

SHEET.

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

ROD ( BENT ) .

ƒ"½ x 1'-3 COIL

COIL ROD

ƒ"½ x 1'-3

COIL ROD

ƒ"½ x 1'-3JOINT

CONSTRUCTION

5b1

3'-2

1"

3'-2 BECOMES 3'-1.

FACES. DIMENSION

FOOTING & BACKWALL

BEAMS TO ALIGN

REDRAW FOR A & B



EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4384 -

THIS

SH

EE

T IS

SU

ED 11-06. L

RF

D

DE

SI

GN

ED

DE

CK.

• INCH HAUNCH.

INCLUDE THE NOMINAL

DECK AREA DOES NOT




5j1 BARS AT 10" |'s

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.

COUNTY




TABLE OF

SIZE OF ' b2 ' BAR

BEAM

A`, B & C D

30'-0

34'-2

38'-4

42'-6

46'-8

55'-0

59'-2

63'-4

67'-6

71'-8

80'-0

5

5

5

5

5

6

6

7

7

7

8

8

8

8

8

35'-0

40'-0

45'-0

50'-0

55'-0

60'-0

65'-0

70'-0

75'-0

80'-0

85'-0

90'-0

95'-0

6



100'-0 9

9105'-0

50'-10

75'-10

ADJACENT SPAN

LONGEST

SIZE

BAR

110'-0 9

8

8

*


INTERIOR BEAMS

TYPICAL DECK AND

HAUNCH DETAIL

8

*

9

10‚

BETWEEN HAUNCHES

STRAIGHT LINE

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

WELDED ON OPPOSITE

SIDES OF DRAIN TO

SERVE AS ANCHOR.

DRAIN DETAILS

R=1'-0

‚‚

7• 3• ‚

1"

1•

BEAM SIZE

WT. LBS.

LENGTH FT.

A B C D

DATA FOR ONE DRAIN


BEAM BOTTOM

FLANGE WIDTH

LENGTH OF

S3 x 7.5

1'-5

1'-8

1'-10

1'-3•

1'-6•

1'-8•



SURFACE.











LOCATED AS FOLLOWS:






MI

N.

1'-

0

85 96 106

5'-5ƒ4'-11ƒ4'-4ƒ

120

6'-2ƒ







1"`x`„`x`0'-10 {








NOTE :

SHEET NO. ____









CONCRETE AT DRAIN


TOP OF DECK

TOP OF DECK





QUANTITIES SHEET.





3'-0 PARABOLIC

CROWN

5d3 & 5d4

S3 x 7.5

2 1'-5 1'-6

TYPICAL 5b1 SPACING

TYPICAL 5b1 SPACING

( TOP OF DECK )

( BOTTOM OF DECK )

1'-7

LEVEL

8 8


4t1

8g1

5d5

3'-

6

AT

LO

W

ST

EP

8ƒ

1 x 8 x 0'-8 10•

8

8 4

b2 SPACING

TOP OF DECK

5b1

17 - 5b1 BARS

9‹

1'-0•

6 SP. @ 0'-9

=4'-6

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

2

2 5 5b1 BARS

5d1

5e2

5e4

1'-7

1'-0‡7 SP. @ 0'-9 = 5'-3

5d2

1"

CL.

2•"

CL.

40'-0 ROADWAY

5 BEAM SPACES @ 7'-4Ž - = 37'-0

5d2

5d3

5b1

20'-0

1'-0•

5e1 5e3

1'-0‡

9…

b2

SYMMETRICAL ABOUT | ROADWAY

…Œ

2Š

4‹

4‹

4ˆ


6

SPACED @ 2'-0

INDENTATION

SHEET.

BARRIER RAIL

SEE STANDARD

REINFORCING

RAIL AND RAIL

FOR DETAILS OF

COIL ROD

ƒ"½ x 1'-3 ROD ( BENT ) .

ƒ"½ x 1'-3 COIL

COIL ROD

ƒ"½ x 1'-3

JOINT

CONSTRUCTION

6a @ 10" |'S

3'-2

1"3'-2 BECOMES 3'-1.

FACES. DIMENSION

FOOTING & BACKWALL

BEAMS TO ALIGN

REDRAW FOR A & B

STANDARD SHEET 4385 40' RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION ( SYMM. CROWN ) - LRFD DESIGN


EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4385 -

THIS

SH

EE

T IS

SU

ED 11-06. L

RF

D

DE

SI

GN

ED

DE

CK.

• INCH HAUNCH.

INCLUDE THE NOMINAL

DECK AREA DOES NOT




5j1 BARS AT 10" |'s

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.

COUNTY




TABLE OF

SIZE OF ' b2 ' BAR

BEAM

A`, B & C D

30'-0

34'-2

38'-4

42'-6

46'-8

55'-0

59'-2

63'-4

67'-6

71'-8

80'-0

5

5

5

5

5

6

6

7

7

7

8

8

8

8

8

35'-0

40'-0

45'-0

50'-0

55'-0

60'-0

65'-0

70'-0

75'-0

80'-0

85'-0

90'-0

95'-0

6



100'-0 9

9105'-0

50'-10

75'-10

ADJACENT SPAN

LONGEST

SIZE

BAR

110'-0 9

8

8

*


INTERIOR BEAMS

TYPICAL DECK AND

HAUNCH DETAIL

8

*

9

10‚

BETWEEN HAUNCHES

STRAIGHT LINE

MI

N.

MA

X.

1'-7

LEVEL

8ƒ

STRAIGHT LINE

3 ƒ" DRIP

GROOVE

EXTERIOR BEAMS

WELDED ON OPPOSITE

SIDES OF DRAIN TO

SERVE AS ANCHOR.

DRAIN DETAILS

R=1'-0

‚‚

7• 3• ‚

1"

1•

BEAM SIZE

WT. LBS.

LENGTH FT.

A B C D

DATA FOR ONE DRAIN


BEAM BOTTOM

FLANGE WIDTH

LENGTH OF

S3 x 7.5

1'-5

1'-8

1'-10

1'-3•

1'-6•

1'-8•



SURFACE.











LOCATED AS FOLLOWS:






MI

N.

1'-

0

85 96 106

5'-5ƒ4'-11ƒ4'-4ƒ

120

6'-2ƒ







1"`x`„`x`0'-10 {








NOTE :

SHEET NO. ____









CONCRETE AT DRAIN


TOP OF DECK

TOP OF DECK





QUANTITIES SHEET.





4

6

2

66

BEARING

| BEAM

| BEAM

| PIER

2'-

2 9

9

1'-8

B

B

1'-

7

| BEAMS

1'-3 1'-6 1'-6

| ABUT. BRG.

1'-

7

RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

1'-0 1'-0

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-3

5d3

5e1

5e3

5d4

1'-

7

1'-

3

1'-

3

STANDARD SHEET 4500

AT PIER

2'-0

9

6

BY BEVELED 2x8

KEYWAY FORMED

"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - 0° SKEW

PAD (9 x 1 x ?? )

NEOPRENE BEARING(BENT )

COIL ROD

ƒ"½x1'-3

3

EQ.

SP. : 4-5e1

&

4-5e3

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4500 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PVC PIPE

7'-0 ABUTMENT WING

PVC PIPE

1'-3

RE

VISI

ON 07-08 -

DIS

TA

NC

E

FR

OM |

BE

AM

TO

ST

EP

CH

AN

GE

D

TO 1'-

3.

ABUT.`&`PIER DIAPHRAGM DETAILS

COUNTY




STEPS, SIDES AND ENDS OF KEYWAYS.

JOINT FILLER AROUND BEARINGS, FACE OF

1" THICK STRIPS OF PREFORMED EXPANSION

PART PLAN

TOP OF PIER DETAILS

‚

| PIER

JOINT FILLER.

‚" PREFORMED EXPANSION

5h2

3

4

8g1

4t1

5d5

A

A

PART END VIEW AT ABUTMENT

TOP OF DECK

| ABUTMENT BEARING

PART LONGITUDINAL SECTION NEAR GUTTER (FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)

SECTION A-A

SECTION B-B

b2

5b1

6a1

6a1

5d2 5e1

5d4 5d3

5e3

| BEARINGS | PIER

9 9

1'-6

5b1

"C"

ELEV. B

ELEV. A

LOCATION ELEV. A ELEV. BDIM "C"

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

THEORETICAL | GRADE

PARALLEL TO THE

ELEVATIONS

TABLE OF WING

ELEV. B

7'-0 BARRIER RAIL END SECTION

4t1

5d3

5d2

5d6

5d7

5k2

5k1

8g1 8g1

S3`x`7.5

SEE DETAIL "C"

COIL ROD

ƒ"½x1'-3

8g3

5j1

TYP.

1" MIN.

4" MIN. CL.

6" MAX. CL.

FACE TO FACE OF BARRIER RAIL END SECTIONS

(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)

6

6

PVC PIPE

PVC PIPE

PVC PIPE

ABUTMENTS.

TO BACKFILLING BEHIND

EXPANDING FOAM PRIOR

PLUG 3"½ PVC PIPE WITH

NOTE:

2'-1

(TYP. FOR 5e1 &`5e4)

SE

E

AB

UT

ME

NT

WI

NG

SPACED @ 2'-0

INDENTATION

1 x 8 x 0'-8

„" RADIUS

DETAIL "C"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

5h2

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

SEE DETAIL "A"

5h2

BA

RS

3

EQ.

SP

A.

4

2 S

PA.

8

ABUT. &`PIER DIAPHRAGM DETAILS


4

6

2

66

BEARING

| BEAM

BY BEVELED 2`x`8.

KEYWAY FORMED

| BEAM

| PIER

9

9

1'-8

B

B

1'-

7

| BEAMS

| ABUT. BRG.

1'-

7

RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-3

5d3

5e1

5e3

5d4

1'-

7

AT PIER

2'-

4

1'-3 1'-6 1'-6

2'-2

1'-

3

1'-

3

1'-1 1'-1

6

STANDARD SHEET 4501"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.) 0°01' - 7°30' SKEW

PAD (9 x 1 x ??)

NEOPRENE BEARING

3

EQ.

SP.; 4- 5e1

&

4- 5e3

(BENT )

COIL ROD 9

ƒ"½x1'-3

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4501 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PVC PIPE

7'-0 ABUTMENT WING

PVC PIPE

RE

VISI

ON 07-08 -

DIS

TA

NC

E

FR

OM |

BE

AM

TO

ST

EP

CH

AN

GE

D

TO 1'-

3.

1'-3

COUNTY







PART PLAN

TOP OF PIER DETAILS

‚

| PIER

JOINT FILLER.


5h2

3

4

8g1

4t1

5d5

A

A


TOP OF DECK

| ABUTMENT BEARING


SECTION A-A

SECTION B-B

b2

5b1

6a1

6a1

5d2 5e1

5d4 5d3

5e3

| BEARINGS | PIER

9 9

1'-6

5b1

"C"

ELEV. B

ELEV. A


S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

THEORETICAL | GRADE

PARALLEL TO THE

ELEVATIONS

TABLE OF WING

ELEV. B


4t1

5d3

5d2

5d6

5d7

5k2

5k1

8g1 8g1

S3`x`7.5

SEE DETAIL "C"

COIL ROD

ƒ"½x1'-3

8g3

5j1

TYP.

1" MIN.

4" MIN. CL.

6" MAX. CL.



6

6

PVC PIPE

PVC PIPE

PVC PIPE

ABUTMENTS.




NOTE:

2'-1


SE

E

AB

UT

ME

NT

WI

NG

SPACED @ 2'-0

INDENTATION

1 x 8 x 0'-8

„" RADIUS

DETAIL "C"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

5h2

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

SEE DETAIL "A"

5h2

BA

RS

3

EQ.

SP

A.

4

2 S

PA.

8



4

6

2

66

BEARING

| BEAM

| BEAM

| PIER

9

9

1'-8

B

B

1'-

7

| BEAMS

| ABUT. BRG.

1'-

7

RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-3

5d3

5e1

5e3

5d4

1'-

7

AT PIER

2'-

8

BY BEVELED 2 x 8.

KEYWAY FORMED

1'-31'-6

1'-6

1'-

3

1'-

3

2'-6

9

6

STANDARD SHEET 4502"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.) 7°31' - 15° SKEW

(BENT )

COIL ROD

ƒ"½x1'-3

PAD (9 x 1 x ??)

NEOPRENE BEARING

&

4 - 5e3

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4502 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PVC PIPE

7'-0 ABUTMENT WING

PVC PIPE

3

EQ.

SP. ; 4-̀̀

5e1

RE

VISI

ON 07-08 -

DIS

TA

NC

E

FR

OM |

BE

AM

TO

ST

EP

CH

AN

GE

D

TO 1'-

3. 1'-3

COUNTY







PART PLAN

TOP OF PIER DETAILS

‚

| PIER

JOINT FILLER.


5h2

3

4

8g1

4t1

5d5

A

A


TOP OF DECK

| ABUTMENT BEARING


SECTION A-A

SECTION B-B

b2

5b1

6a1

6a1

5d2 5e1

5d4 5d3

5e3

| BEARINGS | PIER

9 9

1'-6

5b1

"C"

ELEV. B

ELEV. A


S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

THEORETICAL | GRADE

PARALLEL TO THE

ELEVATIONS

TABLE OF WING

ELEV. B


4t1

5d3

5d2

5d6

5d7

5k2

5k1

8g1 8g1

S3`x`7.5

SEE DETAIL "C"

COIL ROD

ƒ"½x1'-3

8g3

5j1

TYP.

1" MIN.

4" MIN. CL.

6" MAX. CL.



6

6

PVC PIPE

PVC PIPE

PVC PIPE

ABUTMENTS.




NOTE:

2'-1


SE

E

AB

UT

ME

NT

WI

NG

SPACED @ 2'-0

INDENTATION

1 x 8 x 0'-8

„" RADIUS

DETAIL "C"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

5h2

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

SEE DETAIL "A"

5h2

BA

RS

3

EQ.

SP

A.

4

2 S

PA.

8



4

6

2

66

BEARING

| BEAM

BY BEVELED 2 x 8.

KEYWAY FORMED

| BEAM

| PIER

1'-8

B

B

1'-

7

| BEAMS

1'-3

1'-6 1'-6

| ABUT. BRG.

1'-

7

RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-35d3

5e1

5e3

5d4

1'-

7

AT PIER

2'-

10

2'-8

2'-

0

2'-

0

9"

9"

9

6

STANDARD SHEET 4503"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.) 15°01' - 30° SKEW

(BENT )

COIL ROD

ƒ"½x1'-3

PAD (9 x 1 x ??)

NEOPRENE BEARING

&

4- 5e3

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4503 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PVC PIPE

7'-0 ABUTMENT WING

PVC PIPE

3

EQ.

SP.; 4

-̀̀5e1

RE

VISI

ON 07-08 -

DIS

TA

NC

E

FR

OM |

BE

AM

TO

ST

EP

CH

AN

GE

D

TO 1'-

3. 1'-

3

COUNTY







PART PLAN

TOP OF PIER DETAILS

‚

| PIER

JOINT FILLER.


5h2

3

4

8g1

4t1

5d5

A

A


TOP OF DECK

| ABUTMENT BEARING


SECTION A-A

SECTION B-B

b2

5b1

6a1

6a1

5d2 5e1

5d4 5d3

5e3

| BEARINGS | PIER

9 9

1'-6

5b1

"C"

ELEV. B

ELEV. A


S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

THEORETICAL | GRADE

PARALLEL TO THE

ELEVATIONS

TABLE OF WING

ELEV. B


4t1

5d3

5d2

5d6

5d7

5k2

5k1

8g1 8g1

S3`x`7.5

SEE DETAIL "C"

COIL ROD

ƒ"½x1'-3

8g3

5j1

TYP.

1" MIN.

4" MIN. CL.

6" MAX. CL.



6

6

PVC PIPE

PVC PIPE

PVC PIPE

ABUTMENTS.




NOTE:

2'-1


SE

E

AB

UT

ME

NT

WI

NG

SPACED @ 2'-0

INDENTATION

1 x 8 x 0'-8

„" RADIUS

DETAIL "C"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

5h2

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

SEE DETAIL "A"

5h2

BA

RS

3

EQ.

SP

A.

4

2 S

PA.

8



4

6

2

66

1'-

7

| BEAMS

| ABUT. BRG.

1'-

7

RO

AD

WA

Y

GUTTER LINE

PART PLAN

1'-3 1'-6 1'-6

PART SECTION

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-3

5d3

5e1

5e3

5d4

1'-

7

AT PIER

2'-2

1'-

3

1'-

3

1'-1 1'-1

BEARING

| BEAM

BY BEVELED 2 x 8.

KEYWAY FORMED

| BEAM

| PIER

9

9

1'-8 B

B

2'-

4

9

6

STANDARD SHEET 4504"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 0°01'-7°30' SKEW

(BENT )

COIL ROD

ƒ"½x1'-3

PAD (9 x 1 x ??)

NEOPRENE BEARING&

4- 5e3

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4504 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PVC PIPE

7'-0 ABUTMENT WING

PVC PIPE

3

EQ.

SP.; 4

-̀̀5e1

RE

VISI

ON 07-08 -

DIS

TA

NC

E

FR

OM |

BE

AM

TO

ST

EP

CH

AN

GE

D

TO 1'-

3.

1'-3

COUNTY







PART PLAN

TOP OF PIER DETAILS

‚

| PIER

JOINT FILLER.


5h2

3

4

8g1

4t1

5d5

A

A


TOP OF DECK

| ABUTMENT BEARING


SECTION A-A

SECTION B-B

b2

5b1

6a1

6a1

5d2 5e1

5d4 5d3

5e3

| BEARINGS | PIER

9 9

1'-6

5b1

"C"

ELEV. B

ELEV. A


S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

THEORETICAL | GRADE

PARALLEL TO THE

ELEVATIONS

TABLE OF WING

ELEV. B


4t1

5d3

5d2

5d6

5d7

5k2

5k1

8g1 8g1

S3`x`7.5

SEE DETAIL "C"

COIL ROD

ƒ"½x1'-3

8g3

5j1

TYP.

1" MIN.

4" MIN. CL.

6" MAX. CL.



6

6

PVC PIPE

PVC PIPE

PVC PIPE

ABUTMENTS.




NOTE:

2'-1


SE

E

AB

UT

ME

NT

WI

NG

SPACED @ 2'-0

INDENTATION

1 x 8 x 0'-8

„" RADIUS

DETAIL "C"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

5h2

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

SEE DETAIL "A"

5h2

BA

RS

3

EQ.

SP

A.

4

2 S

PA.

8



4

6

2

66

1'-

7

| BEAMS | ABUT. BRG.

GUTTER LINE

PART PLAN

1'-31'-6

1'-6

BEARING

| BEAM

| BEAM

| PIER

B

B

2'-

8

BY BEVELED 2 x 8.

KEYWAY FORMED

9

9

1'-8

PART SECTION

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-3

5d3

5e1

5e3

5d4

1'-

7

AT PIER

1'-

3

1'-

3

2'-6

STANDARD SHEET 4505

RO

AD

WA

Y1'-

7

"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 7°31'-15° SKEW

PAD (9 x 1 x ??)

NEOPRENE BEARING

6 )

(BENT

COIL ROD 9

ƒ"½x1'-3

&

4 - 5e3

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4505 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PVC PIPE

7'-0 ABUTMENT WING

PVC PIPE

3

EQ. S

P. ; 4

-̀̀5e1

RE

VISI

ON 07-08 -

DIS

TA

NC

E

FR

OM |

BE

AM

TO

ST

EP

CH

AN

GE

D

TO 1'-

3.

1'-3

COUNTY







PART PLAN

TOP OF PIER DETAILS

‚

| PIER

JOINT FILLER.


5h2

3

4

8g1

4t1

5d5

A

A


TOP OF DECK

| ABUTMENT BEARING


SECTION A-A

SECTION B-B

b2

5b1

6a1

6a1

5d2 5e1

5d4 5d3

5e3

| BEARINGS | PIER

9 9

1'-6

5b1

"C"

ELEV. B

ELEV. A


S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

THEORETICAL | GRADE

PARALLEL TO THE

ELEVATIONS

TABLE OF WING

ELEV. B


4t1

5d3

5d2

5d6

5d7

5k2

5k1

8g1 8g1

S3`x`7.5

SEE DETAIL "C"

COIL ROD

ƒ"½x1'-3

8g3

5j1

TYP.

1" MIN.

4" MIN. CL.

6" MAX. CL.



6

6

PVC PIPE

PVC PIPE

PVC PIPE

ABUTMENTS.




NOTE:

2'-1


SE

E

AB

UT

ME

NT

WI

NG

SPACED @ 2'-0

INDENTATION

1 x 8 x 0'-8

„" RADIUS

DETAIL "C"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

5h2

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

SEE DETAIL "A"

5h2

BA

RS

3

EQ.

SP

A.

4

2 S

PA.

8



4

6

2

66

1'-

7


1'-

7

RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-3

5d3

5e1

5e3

5d4

1'-

7

AT PIER 2'-

0

2'-

0

2'-8

BEARING

| BEAM

BY BEVELED 2 x 8.

KEYWAY FORMED

| BEAM

| PIER

B

B

2'-

10

9

9

1'-8

1'-3

1'-6

1'-6

9

6

STANDARD SHEET 4506"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 15°01' - 30° SKEW

PAD (9 x 1 x ??)

NEOPRENE BEARING )

(BENT

COIL ROD

ƒ"½x1'-3

&

4- 5e3

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4506 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PVC PIPE

7'-0 ABUTMENT WING

PVC PIPE

3

EQ. S

P.; 4

-̀̀5e1

RE

VISI

ON 07-08 -

DIS

TA

NC

E

FR

OM |

BE

AM

TO

ST

EP

CH

AN

GE

D

TO 1'-

3.

1'-3

COUNTY







PART PLAN

TOP OF PIER DETAILS

‚

| PIER

JOINT FILLER.


5h2

3

4

8g1

4t1

5d5

A

A


TOP OF DECK

| ABUTMENT BEARING


SECTION A-A

SECTION B-B

b2

5b1

6a1

6a1

5d2 5e1

5d4 5d3

5e3

| BEARINGS | PIER

9 9

1'-6

5b1

"C"

ELEV. B

ELEV. A


S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

THEORETICAL | GRADE

PARALLEL TO THE

ELEVATIONS

TABLE OF WING

ELEV. B


4t1

5d3

5d2

5d6

5d7

5k2

5k1

8g1 8g1

S3`x`7.5

SEE DETAIL "C"

COIL ROD

ƒ"½x1'-3

8g3

5j1

TYP.

1" MIN.

4" MIN. CL.

6" MAX. CL.



6

6

PVC PIPE

PVC PIPE

PVC PIPE

ABUTMENTS.




NOTE:

2'-1


SE

E

AB

UT

ME

NT

WI

NG

SPACED @ 2'-0

INDENTATION

1 x 8 x 0'-8

„" RADIUS

DETAIL "C"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

5h2

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

SEE DETAIL "A"

5h2

BA

RS

3

EQ.

SP

A.

4

2 S

PA.

8



4

6

2

66

1'-

7

| BEAMS

1'-3 1'-6 1'-6

| ABUT. BRG.

1'-

7

RO

AD

WA

Y

GUTTER LINE

PART PLAN

5'-0

PART SECTION

1'-0 1'-0

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-3

5d3

5e1

5e3

5d4

1'-

7

1'-

3

1'-

3

AT PIER

9

6

STANDARD SHEET 4507

2'-0

6'-6 WING EXTENSION

"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - 0° SKEW

BEARING

| BEAM

| BEAM

| PIER

2'-

2 9

9

1'-8 1'-5

B

B

BY BEVELED 2x8

KEYWAY FORMED

PAD (9 x 1 x ??)

NEOPRENE BEARING

(BENT )

COIL ROD

ƒ"½x1'-3

3

EQ.

SP. : 4-5e1

&

4-5e3

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4507 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PVC PIPE

PVC PIPE

7'-0 ABUTMENT WING

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

RE

VIS

ED 01-12 -

AD

DE

D

FIE

LD

BE

ND 5h4

BA

R

TO

AV

OI

D

PIL

E I

N

AB

UT

ME

NT

WI

NG

NO

TE.

COUNTY




PART END VIEW AT ABUTMENT PART LONGITUDINAL SECTION NEAR GUTTER

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

5d7

8g1

5d2

5d3

4t1

S3`x`7.5

8g1

COIL ROD

b2

5b1

5d2 5e1

5d4 5d3

5e3

| BEARINGS | PIER

9 9

1'-6

8g1

4t1

5d5

ELEV. A

ELEV. B

6g4

3

SECTION A-A

"C"

6g4

2† CL.

1'-

9

TOP OF DECK

6a1

5b1 6a1

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

LOCATION ELEV. A ELEV. B ELEV. CDIM "C"

ELEVATIONS

TABLE OF WINGWALL

ELEV. C

THEORETICAL | GRADE

PARALLEL TO THE

SEE DETAIL "C"

ELEV. C


5

EQ

UA

L S

PA

CE

S4

SPACED @ 2'-0

INDENTATION

1 x 8 x 0'-8

5k2

5k1

ON DESIGN SHEET ??

FOR BARS AND BAR SPCG.

SEE BARRIER RAIL DETAILS

| ABUTMENT BEARING

5j1

5d6

8g3



(TYP. FOR 5e1 & 5e4)

6" MAX. CL.

4" MIN. CL.

PART PLAN

TOP OF PIER DETAILS

‚

| PIER

JOINT FILLER.


SECTION B-B

TYP.

1" MIN.

6

PVC PIPE

6

PV

C

PIP

E

ABUTMENTS.




NOTE:2'-1

SE

E

AB

UT

ME

NT

WI

NG

PIPE

PVC

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

„" RADIUS

DETAIL "C"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

SEE DETAIL "A"

5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5h4

5h2

5d9

5d8

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

EM

BE

D.

MI

N.

42 S

PA.

8






4

6

2

66

1'-

7

| BEAMS

| ABUT. BRG.

1'-

7

RO

AD

WA

Y

GUTTER LINE

PART PLAN

1'-3 1'-6 1'-6

PART SECTION

| PIER

5e2 5e4

5d3

5e1

5e3

5d4

1'-

7

AT PIER

2'-2

1'-

3

1'-

3

1'-1 1'-1

BEARING

| BEAM

BY BEVELED 2 X 8.

KEYWAY FORMED

| BEAM

| PIER

9

9

1'-8 1'-5

B

B

2'-

4

6

STANDARD SHEET 4508

6'-6 WING EXTENSION

"C" OR "D" BEAMS PART PLAN & LONGIT. SECTION - (L.A.) 0°01'-7°30' SKEW

COIL ROD

ƒ"½x1'-3

(BENT )

COIL ROD 9

ƒ"½x1'-3

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4508 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PVC PIPE

PVC PIPE

7'-0 ABUTMENT WING

3

EQ.

SP.; 4- 5e1

&

4- 5e3

PAD (9 x 1 x ??? )

NEOPRENE BEARING

RE

VIS

ED 01-12 -

AD

DE

D

FIE

LD

BE

ND 5h4

BA

R

TO

AV

OI

D

PIL

E I

N

AB

UT

ME

NT

WI

NG

NO

TE.

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

COUNTY






5d7

8g1

5d2

5d3

4t1

S3`x`7.5

8g1

COIL ROD

b2

5b1

5d2 5e1

5d4 5d3

5e3

| BEARINGS | PIER

9 9

1'-6

8g1

4t1

5d5

ELEV. A

ELEV. B

6g4

3

SECTION A-A

"C"

6g4

2† CL.

1'-

9

TOP OF DECK

6a1

5b1 6a1

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER


ELEVATIONS

TABLE OF WINGWALL

ELEV. C

THEORETICAL | GRADE

PARALLEL TO THE

SEE DETAIL "C"

ELEV. C


5

EQ

UA

L S

PA

CE

S4

SPACED @ 2'-0

INDENTATION

1 x 8 x 0'-8

5k2

5k1

ON DESIGN SHEET ??



| ABUTMENT BEARING

5j1

5d6

8g3




6" MAX. CL.

4" MIN. CL.

PART PLAN

TOP OF PIER DETAILS

‚

| PIER

JOINT FILLER.


SECTION B-B

TYP.

1" MIN.

6

PVC PIPE

6

PV

C

PIP

E

ABUTMENTS.




NOTE:2'-1

SE

E

AB

UT

ME

NT

WI

NG

PIPE

PVC

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

„" RADIUS

DETAIL "C"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

SEE DETAIL "A"

5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5h4

5h2

5d9

5d8

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

EM

BE

D.

MI

N.

42 S

PA.

8






4

6

2

66

1'-

7

| BEAMS

| ABUT. BRG.

1'-

7

RO

AD

WA

Y

GUTTER LINE

PART PLAN

1'-31'-6

1'-6

PART SECTION

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-3

5d3

5e1

5e3

5d4

1'-

7

AT PIER

1'-

3

1'-

3

2'-6

BEARING

| BEAM

| BEAM

| PIER

9

9

1'-8

1'-5

B

B

2'-

8

BY BEVELED 2`x`8.

KEYWAY FORMED

9

6

STANDARD SHEET 4509

6'-6 WING EXTENSION

"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.)7°31'-15° SKEW

(BENT )

COIL ROD

ƒ"½x1'-3

3

EQ.

SP. ; 4 - 5e1

&

4 - 5e3

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4509 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PVC PIPE

PVC PIPE

7'-0 ABUTMENT WING

PAD (9 x 1 x ??? )

NEOPRENE BEARING

RE

VIS

ED 01-12 -

AD

DE

D

FIE

LD

BE

ND 5h4

BA

R

TO

AV

OI

D

PIL

E I

N

AB

UT

ME

NT

WI

NG

NO

TE.

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

COUNTY






5d7

8g1

5d2

5d3

4t1

S3`x`7.5

8g1

COIL ROD

b2

5b1

5d2 5e1

5d4 5d3

5e3

| BEARINGS | PIER

9 9

1'-6

8g1

4t1

5d5

ELEV. A

ELEV. B

6g4

3

SECTION A-A

"C"

6g4

2† CL.

1'-

9

TOP OF DECK

6a1

5b1 6a1

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER


ELEVATIONS

TABLE OF WINGWALL

ELEV. C

THEORETICAL | GRADE

PARALLEL TO THE

SEE DETAIL "C"

ELEV. C


5

EQ

UA

L S

PA

CE

S4

SPACED @ 2'-0

INDENTATION

1 x 8 x 0'-8

5k2

5k1

ON DESIGN SHEET ??



| ABUTMENT BEARING

5j1

5d6

8g3




6" MAX. CL.

4" MIN. CL.

PART PLAN

TOP OF PIER DETAILS

‚

| PIER

JOINT FILLER.


SECTION B-B

TYP.

1" MIN.

6

PVC PIPE

6

PV

C

PIP

E

ABUTMENTS.




NOTE:2'-1

SE

E

AB

UT

ME

NT

WI

NG

PIPE

PVC

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

„" RADIUS

DETAIL "C"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

SEE DETAIL "A"

5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5h4

5h2

5d9

5d8

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

EM

BE

D.

MI

N.

42 S

PA.

8






4

6

2

66

1'-

7

| BEAMS

1'-3

1'-6 1'-6

| ABUT. BRG.

1'-

7

RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-35d3

5e1

5e3

5d4

1'-

7

AT PIER

2'-8

2'-

0

2'-

0

BEARING

| BEAM

BY BEVELED 2 x 8.

KEYWAY FORMED

| BEAM

| PIER

1'-8

1'-5

B

B

2'-

10

9"

9"

9

6

STANDARD SHEET 4510

6'-6 WING EXTENSION

"C" OR "D" BEAMS PART PLAN & LONGIT. SECTION - (L.A.) 15°01'-30° SKEW

(BENT )

COIL ROD

ƒ"½x1'-3

&

4- 5e3

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4510 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PVC PIPE

PVC PIPE

7'-0 ABUTMENT WING

3

EQ.

SP.; 4

-̀̀5e1

PAD (9 x 1 x ??? )

NEOPRENE BEARING

RE

VIS

ED 01-12 -

AD

DE

D

FIE

LD

BE

ND 5h4

BA

R

TO

AV

OI

D

PIL

E I

N

AB

UT

ME

NT

WI

NG

NO

TE.

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

COUNTY






5d7

8g1

5d2

5d3

4t1

S3`x`7.5

8g1

COIL ROD

b2

5b1

5d2 5e1

5d4 5d3

5e3

| BEARINGS | PIER

9 9

1'-6

8g1

4t1

5d5

ELEV. A

ELEV. B

6g4

3

SECTION A-A

"C"

6g4

2† CL.

1'-

9

TOP OF DECK

6a1

5b1 6a1

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER


ELEVATIONS

TABLE OF WINGWALL

ELEV. C

THEORETICAL | GRADE

PARALLEL TO THE

SEE DETAIL "C"

ELEV. C


5

EQ

UA

L S

PA

CE

S4

SPACED @ 2'-0

INDENTATION

1 x 8 x 0'-8

5k2

5k1

ON DESIGN SHEET ??



| ABUTMENT BEARING

5j1

5d6

8g3




6" MAX. CL.

4" MIN. CL.

PART PLAN

TOP OF PIER DETAILS

‚

| PIER

JOINT FILLER.


SECTION B-B

TYP.

1" MIN.

6

PVC PIPE

6

PV

C

PIP

E

ABUTMENTS.




NOTE:2'-1

SE

E

AB

UT

ME

NT

WI

NG

PIPE

PVC

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

„" RADIUS

DETAIL "C"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

SEE DETAIL "A"

5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5h4

5h2

5d9

5d8

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

EM

BE

D.

MI

N.

42 S

PA.

8






4

6

2

66

BEARING

| BEAM

BY BEVELED 2 x 8.

KEYWAY FORMED

| BEAM

| PIER

9

9

1'-8 1'-5 B

B

2'-

4

PART SECTION

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-3

5d3

5e1

5e3

5d4

1'-

7

AT PIER

2'-2

1'-

3

1'-

3

1'-1 1'-1

1'-

7

1'-

7

RO

AD

WA

Y

GUTTER LINE

PART PLAN

1'-3 1'-6 1'-6

| BEAMS

| ABUT. BRG.

9

6

STANDARD SHEET 4511

6'-6 WING EXTENSION

"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 0°01'-7°30' SKEW

(BENT )

COIL ROD

ƒ"½x1'-3

3

EQ.

SP.; 4- 5e1

&

4- 5e3

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4511 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PVC PIPE

PVC PIPE

7'-0 ABUTMENT WING

PAD (9 x 1 x ??? )

NEOPRENE BEARING

RE

VIS

ED 01-12 -

AD

DE

D

FIE

LD

BE

ND 5h4

BA

R

TO

AV

OI

D

PIL

E I

N

AB

UT

ME

NT

WI

NG

NO

TE.

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

COUNTY






5d7

8g1

5d2

5d3

4t1

S3`x`7.5

8g1

COIL ROD

b2

5b1

5d2 5e1

5d4 5d3

5e3

| BEARINGS | PIER

9 9

1'-6

8g1

4t1

5d5

ELEV. A

ELEV. B

6g4

3

SECTION A-A

"C"

6g4

2† CL.

1'-

9

TOP OF DECK

6a1

5b1 6a1

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER


ELEVATIONS

TABLE OF WINGWALL

ELEV. C

THEORETICAL | GRADE

PARALLEL TO THE

SEE DETAIL "C"

ELEV. C


5

EQ

UA

L S

PA

CE

S4

SPACED @ 2'-0

INDENTATION

1 x 8 x 0'-8

5k2

5k1

ON DESIGN SHEET ??



| ABUTMENT BEARING

5j1

5d6

8g3




6" MAX. CL.

4" MIN. CL.

PART PLAN

TOP OF PIER DETAILS

‚

| PIER

JOINT FILLER.


SECTION B-B

TYP.

1" MIN.

6

PVC PIPE

6

PV

C

PIP

E

ABUTMENTS.




NOTE:2'-1

SE

E

AB

UT

ME

NT

WI

NG

PIPE

PVC

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

„" RADIUS

DETAIL "C"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

SEE DETAIL "A"

5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5h4

5h2

5d9

5d8

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

EM

BE

D.

MI

N.

42 S

PA.

8






4

6

2

66

1'-

7


1'-

7

RO

AD

WA

Y

GUTTER LINE

PART PLAN

1'-31'-6

1'-6

PART SECTION

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-3

5d3

5e1

5e3

5d4

1'-

7

AT PIER

1'-

3

1'-

3

2'-6

BEARING

| BEAM

| BEAM

| PIER

B

B

2'-

8

BY BEVELED 2 X 8.

KEYWAY FORMED

9

9

1'-8 1'-5

STANDARD SHEET 4512

6'-6 WING EXTENSION

"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 7°31'-15° SKEW

(BENT 6 )

COIL ROD 9

ƒ"½x1'-3

3

EQ. S

P. ; 4

- 5e1

&

4 - 5e3

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4512 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PVC PIPE

PVC PIPE

7'-0 ABUTMENT WING

PAD (9 x 1 x ??? )

NEOPRENE BEARING

RE

VIS

ED 01-12 -

AD

DE

D

FIE

LD

BE

ND 5h4

BA

R

TO

AV

OI

D

PIL

E I

N

AB

UT

ME

NT

WI

NG

NO

TE.

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

COUNTY






5d7

8g1

5d2

5d3

4t1

S3`x`7.5

8g1

COIL ROD

b2

5b1

5d2 5e1

5d4 5d3

5e3

| BEARINGS | PIER

9 9

1'-6

8g1

4t1

5d5

ELEV. A

ELEV. B

6g4

3

SECTION A-A

"C"

6g4

2† CL.

1'-

9

TOP OF DECK

6a1

5b1 6a1

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER


ELEVATIONS

TABLE OF WINGWALL

ELEV. C

THEORETICAL | GRADE

PARALLEL TO THE

SEE DETAIL "C"

ELEV. C


5

EQ

UA

L S

PA

CE

S4

SPACED @ 2'-0

INDENTATION

1 x 8 x 0'-8

5k2

5k1

ON DESIGN SHEET ??



| ABUTMENT BEARING

5j1

5d6

8g3




6" MAX. CL.

4" MIN. CL.

PART PLAN

TOP OF PIER DETAILS

‚

| PIER

JOINT FILLER.


SECTION B-B

TYP.

1" MIN.

6

PVC PIPE

6

PV

C

PIP

E

ABUTMENTS.




NOTE:2'-1

SE

E

AB

UT

ME

NT

WI

NG

PIPE

PVC

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

„" RADIUS

DETAIL "C"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

SEE DETAIL "A"

5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5h4

5h2

5d9

5d8

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

EM

BE

D.

MI

N.

42 S

PA.

8






4

6

2

66

1'-

7


1'-

7

RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

| PIER

5e2 5e4

COIL ROD

ƒ"½x1'-3

5d3

5e1

5e3

5d4

1'-

7

AT PIER

2'-

0

2'-

0

2'-8

1'-3

1'-6

1'-6

BEARING

| BEAM

BY BEVELED 2 x 8.

KEYWAY FORMED

| BEAM

| PIER

B

B

2'-

10

9

9

1'-8

1'-5

9

6

STANDARD SHEET 4513

6'-6 WING EXTENSION

"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 15°01'-30° SKEW

(BENT )

COIL ROD

ƒ"½x1'-3

&

4- 5e3

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4513 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

PVC PIPE

PVC PIPE

7'-0 ABUTMENT WING

3

EQ. S

P.; 4

-̀̀5e1

PAD (9 x 1 x ??? )

NEOPRENE BEARING

RE

VIS

ED 01-12 -

AD

DE

D

FIE

LD

BE

ND 5h4

BA

R

TO

AV

OI

D

PIL

E I

N

AB

UT

ME

NT

WI

NG

NO

TE.

ABUTMENT WING.

AVOID PILE IN

AS NECESSARY TO

FIELD BEND 5h4 BAR

COUNTY






5d7

8g1

5d2

5d3

4t1

S3`x`7.5

8g1

COIL ROD

b2

5b1

5d2 5e1

5d4 5d3

5e3

| BEARINGS | PIER

9 9

1'-6

8g1

4t1

5d5

ELEV. A

ELEV. B

6g4

3

SECTION A-A

"C"

6g4

2† CL.

1'-

9

TOP OF DECK

6a1

5b1 6a1

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER


ELEVATIONS

TABLE OF WINGWALL

ELEV. C

THEORETICAL | GRADE

PARALLEL TO THE

SEE DETAIL "C"

ELEV. C


5

EQ

UA

L S

PA

CE

S4

SPACED @ 2'-0

INDENTATION

1 x 8 x 0'-8

5k2

5k1

ON DESIGN SHEET ??



| ABUTMENT BEARING

5j1

5d6

8g3




6" MAX. CL.

4" MIN. CL.

PART PLAN

TOP OF PIER DETAILS

‚

| PIER

JOINT FILLER.


SECTION B-B

TYP.

1" MIN.

6

PVC PIPE

6

PV

C

PIP

E

ABUTMENTS.




NOTE:2'-1

SE

E

AB

UT

ME

NT

WI

NG

PIPE

PVC

5d9 (BACK FACE)

5d8 (TRAFFIC FACE)

„" RADIUS

DETAIL "C"

DETAIL "A"

5d4| PIER

STRANDS

PRESTRESSED

BEAMS

END OF

BEARINGS

| BEAM

BEARINGS

| BEAM

SEE DETAIL "A"

5h2 (BACK FACE)

5h4 (TRAFFIC FACE)

5h4

5h2

5d9

5d8

**6

DIMENSION

| BEAM BEARING

** END OF BEAM TO

EM

BE

D.

MI

N.

42 S

PA.

8






0 0 0 0 0 0 0

STANDARD SHEET 4514

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

BENT BAR DETAILS

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4514 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

11

5d1

D=2•

5e3

5e2

D=2•6•

2'-5

2'-

7

5d5

D=2•

1'-61'-8

1'-8

INTERGAL ABUT. "A", "B" BEAMS - BAR LIST & SUPER. DETAILS - 0° SKEW

3'-6

2'-9

1'-8 1'-81'-6

2'-7

1'-5

3'-4…

4'-2

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




TOP OF DECK

1•

2•" C

L.

1" C

L.

LONGITUDINAL REINFORCING.

OF CROWN AND DRILLED FOR

HEADER CUT TO FIT SHAPE

NAILED TO HEADER

BEVELED 1•x3

SHAPE NO. LENGTH WEIGHTBAR LOCATION

DECK TRANSV. TOP & BOTT.6a1

5b1

b2

REINFORCING STEEL - TOTAL (LBS.)

EP

OX

Y

CO

AT

ED

REI

NF

OR

CI

NG

8g3

6 6 6 6

5e4

LOCATION

TOTAL (CU. YDS.)

D=8

12'-0

6

6

2'-

2

5p1 2'-7

4t1

D=2

11•

11•

11•

11•

38'-6

1'-10

DECK LONGIT. TOP & BOTT.

1'-4• 1'

-4•

D=2•D=2•

D=2•

SECTION 1, DECK & ABUT. DIAPH.

SECTION 2, DECK

#2 PILE SPIRAL

DECK LONGIT. TOP AT PIERS

3'-

3

QUANTITY

SPIRAL SPACERS, L‡ x ‡ x „ x 0.70

1'-

0

1'-0 5k1

1'-

0

3'-9

D=2•D=2•1'-

5

5k2

1'-

0

1'-0


SECTION 4, DECK & PIER DIAPH.


5h2 ABUT. TO WING ANCHOR

5e4

5e3

5e2

5e1 PIER DIAPH. HOOPS

PIER DIAPH. TIES

PIER DIAPH. HOOPS ENDS

PIER DIAPH. TIES ENDS

5d5

5d4

5d3

5d2

5d1

PIER & ABUT. DIAPH. LONGIT.


PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS

REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)

8g3

8g1

ABUT. DIAPH. VERT. B.F.

ABUT. HOOPS 10'-6

UNDER BEAMS AT ABUTMENTS4t1

15'-3

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

56

5k1 4'-9PAVING NOTCH

5k2 PAVING NOTCH 3'-5

5d6

5d7 PAVING NOTCH LONGIT.

8f1

8

36

ABUT. DIAPH. LONGIT. B.F.

NO

N-

CO

AT

ED

ABUT. FOOTING LONGIT. BOTH F.

ABUT. VERT. BOTH F.

5p1

5j1

12 5'-0 63

16

4'-11 287

6 6

5e1

D=2•

5e5

5e5 PIER DIAPH. HOOPS EXPANSION PIER

CONCRETE PLACEMENT DIAGRAM

DECK CONSTRUCTION JOINT

PERMISSIBLE TRANSVERSE

CONCRETE PLACEMENT QUANTITIES

REINFORCING BAR LIST

ON THE SUMMARY QUANTITIES SHEET.

CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED

NOTE:

DECK, ABUT. &`DIAPH. QUANTITIES

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.


0 0 0 0 0 0 0

STANDARD SHEET 4515


BENT BAR DETAILS

5p2

1'-5

D=6

8f1

1'-5

D=2•

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4515 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

5p2 ABUT. HOOPS AT ENDS 8

5d6 & 5d7

1'-5

6 THUS

6 THUS 5d5

1'-0D=2•

2'-

7

11

5d1

D=2•

5e3

5e2

D=2•6•

1'-6

INTERGAL ABUT. "A", "B" BEAMS - BAR LIST & SUPER. DETAILS - 0°01' - 7°30' SKEW

3'-8

2'-9

1'-10 1'-10

1'-10

1'-10

1'-6

2'-7

4'-2

1'-5

3'-4…

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




TOP OF DECK

1•

2•" C

L.

1" C

L.




NAILED TO HEADER

BEVELED 1•x3



5b1

b2


EP

OX

Y

CO

AT

ED

REI

NF

OR

CI

NG

8g3

6 6 6 6

5e4

LOCATION

TOTAL (CU. YDS.)

D=8

12'-0

6

6

2'-

2

5p1 2'-7

4t1

D=2

11•

11•

11•

11•

38'-6

1'-10


1'-4• 1'

-4•

D=2•D=2•

D=2•


SECTION 2, DECK

#2 PILE SPIRAL


3'-

3

QUANTITY


1'-

0

1'-0 5k1

1'-

0

3'-9

D=2•D=2•1'-

5

5k2

1'-

0

1'-0





5e4

5e3

5e2


PIER DIAPH. TIES



5d5

5d4

5d3

5d2

5d1



PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS


8g3

8g1


ABUT. HOOPS 10'-6


15'-3


56



5d6


8f1

8

36


NO

N-

CO

AT

ED


ABUT. VERT. BOTH F.

5p1

5j1

12 5'-0 63

16

4'-11 287

6 6

5e1

D=2•

5e5









NOTE:










0 0 0 0 0 0 0

STANDARD SHEET 4516


BENT BAR DETAILS

5p2

ABUT. HOOPS AT ENDS 85p2

1'-5

D=6

8f1

1'-5

D=2•

6a2 DECK TRANSV. TOP ENDS VARIES

VARIESDECK TRANSV. BOTT. ENDS6a3

5d4

1'-10 1'-10

D=2•

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4516 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

5d6 & 5d7

1'-5

6 THUS

6 THUS 5d5

1'-0D=2•

2'-

7

11

5d1

D=2•

5e3

5e2

D=2•6•

INTERGAL ABUT. "A", "B" BEAMS - BAR LIST & SUPER. DETAILS - 7°31' - 15° SKEW

3'-3

2'-11

2'-2 2'-2

2'-2

1'-10

1'-10

1'-6

3'-5…

4'-3

RE

VIS

ED 07-2015 -

CH

AN

GE

D

CO

NC

RE

TE

PL

AC

EM

EN

T

NO

TE

TO

AC

CO

UN

T

FO

R

TH

E

PO

SSIB

LE

AD

DITI

ON

OF

A

RE

TA

RDI

NG

AD

MI

XT

UR

E

TO

TH

E

CO

NC

RE

TE.

COUNTY




TOP OF DECK

1•

2•" C

L.

1" C

L.




NAILED TO HEADER

BEVELED 1•x3



5b1

b2


EP

OX

Y

CO

AT

ED

REI

NF

OR

CI

NG

8g3

6 6 6 6

5e4

LOCATION

TOTAL (CU. YDS.)

D=8

12'-0

6

6

2'-

2

5p1 2'-7

4t1

D=2

11•

11•

11•

11•

38'-6

1'-10


1'-4• 1'

-4•

D=2•D=2•

D=2•


SECTION 2, DECK

#2 PILE SPIRAL


3'-

3

QUANTITY


1'-

0

1'-0 5k1

1'-

0

3'-9

D=2•D=2•1'-

5

5k2

1'-

0

1'-0





5e4

5e3

5e2


PIER DIAPH. TIES



5d5

5d4

5d3

5d2

5d1



PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS


8g3

8g1


ABUT. HOOPS 10'-6


15'-3


56



5d6


8f1

8

36


NO

N-

CO

AT

ED


ABUT. VERT. BOTH F.

5p1

5j1

12 5'-0 63

16

4'-11 287

6 6

5e1

D=2•

5e5









NOTE:










0 0 0 0 0 0 0

STANDARD SHEET 4517


BENT BAR DETAILS

5p2

ABUT. HOOPS AT ENDS 85p2

1'-5

D=6

8f1

1'-5

D=2•

6a2 DECK TRANSV. TOP ENDS VARIES

VARIESDECK TRANSV. BOTT. ENDS6a3

5d4

1'-10 1'-10

D=2•

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4517 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

5d6 & 5d7

1'-5

6 THUS

6 THUS 5d5

1'-0D=2•

2'-

7

11

5d1

D=2•

5e3

5e2

D=2•6•

INTERGAL ABUT. "A", "B" BEAMS - BAR LIST & SUPER. DETAILS - 15°01' - 30° SKEW

3'-5

2'-4 2'-4

2'-4

1'-8

3'-7…

4'-5

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




TOP OF DECK

1•

2•" C

L.

1" C

L.




NAILED TO HEADER

BEVELED 1•x3



5b1

b2


EP

OX

Y

CO

AT

ED

REI

NF

OR

CI

NG

8g3

6 6 6 6

5e4

LOCATION

TOTAL (CU. YDS.)

D=8

12'-0

6

6

2'-

2

5p1 2'-7

4t1

D=2

11•

11•

11•

11•

38'-6

1'-10


1'-4• 1'

-4•

D=2•D=2•

D=2•


SECTION 2, DECK

#2 PILE SPIRAL


3'-

3

QUANTITY


1'-

0

1'-0 5k1

1'-

0

3'-9

D=2•D=2•1'-

5

5k2

1'-

0

1'-0





5e4

5e3

5e2


PIER DIAPH. TIES



5d5

5d4

5d3

5d2

5d1



PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS


8g3

8g1


ABUT. HOOPS 10'-6


15'-3


56



5d6


8f1

8

36


NO

N-

CO

AT

ED


ABUT. VERT. BOTH F.

5p1

5j1

12 5'-0 63

16

4'-11 287

6 6

5e1

D=2•

5e5









NOTE:










0 0 0 0 0 0 0

STANDARD SHEET 4518


BENT BAR DETAILS

1'-8

6'-2

7'-8

16

10'-2

8'-8

434

370

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4518 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

11

5d1

D=2•

5e3

5e2

D=2•6•

2'-5

2'-

7

5d5

D=2•

1'-6

1'-8

1'-8

INTERGAL ABUT. "C", "D" BEAMS - BAR LIST & SUPER. DETAILS - 0° SKEW

3'-6

2'-9

1'-81'-6

2'-7

1'-10

3'-9…

4'-7

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




TOP OF DECK

1•

2•" C

L.

1" C

L.




NAILED TO HEADER

BEVELED 1•x3



5b1

b2



EP

OX

Y

CO

AT

ED

REI

NF

OR

CI

NG

8g3

6 6 6 6

5e4

LOCATION

TOTAL (CU. YDS.)

D=8

12'-0

6

6

2'-

2

5p1 2'-7

4t1

D=2

11•

11•

11•

11•


38'-6

1'-10


1'-4• 1'

-4•

D=2•D=2•

D=2•


SECTION 2, DECK

#2 PILE SPIRAL


3'-

9

QUANTITY


1'-

0

1'-0

5k1

1'-

0

3'-9

D=2•

D=2•1'-5

5k2

1'-

0

1'-0




8f3

8f4

D=62'-

6

3'-03

'-0

8

6p3

D=4•2'-

7„

2'-

7„

1'-6„1'-6„

3'-8‚

5p22'-8

NO

N-

CO

AT

ED

5d6


8f1

5e4

5e3

5e2


PIER DIAPH. TIES



5d5

5d4

5d3

5d2

5d1



PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS

5p1

8g3

8g1


ABUT. HOOPS 10'-6

8

36


15'-9




6p3 ABUT. BOTT. AT PILES 6'-8

5d8

10'-8

8f3 ABUT. EXTENSION LONGIT.

ABUT. EXTENSION LONGIT.8f4

16

6g4 ABUT. DIAPH. WING EXT. VERT. 40

ABUT. TO WING ANCHOR

5p2 ABUT. EXTENSION HOOPS 24 10'-8 267

ABUT. VERT. BOTH F.


5d9

24

24

10'-9ABUT. DIAPH. WING EXT. LONGIT.

ABUT. DIAPH. WING EXT. LONGIT.

269

267

2'-9„ 7'-11

5‚

D=3ƒ

5d8


5h4

5h2

12

12

2'-9„

5‚

D=3ƒ

5h4

2'-1

62

62

5j1

12

16

5'-0 63


6 6

5e1

D=2•

5e5

2'-10

2'-10

4'-11

4'-11









NOTE:









0 0 0 0 0 0 0

STANDARD SHEET 4519

1'-6


BENT BAR DETAILS

1'-6

D=6

8f1

1'-5

D=2•


8

8


1'-10

8f5

5p4

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4519 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

1'-5

6 THUS

6 THUS 5d5

1'-0D=2•

2'-

7

11

5d1

D=2•

5e3

5e2

D=2•6•

1'-6

INTERGAL ABUT. "C", "D" BEAMS - BAR LIST & SUPER. DETAILS - 0°01' - 7°30' SKEW

3'-8

1'-10

1'-10

1'-10

2'-7

2'-11

5d6

4'-7

1'-10

3'-9…

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




TOP OF DECK

1•

2•" C

L.

1" C

L.




NAILED TO HEADER

BEVELED 1•x3



5b1

b2



EP

OX

Y

CO

AT

ED

REI

NF

OR

CI

NG

8g3

6 6 6 6

5e4

LOCATION

TOTAL (CU. YDS.)

D=8

12'-0

6

6

2'-

2

5p1 2'-7

4t1

D=2

11•

11•

11•

11•


38'-6

1'-10


1'-4• 1'

-4•

D=2•D=2•

D=2•


SECTION 2, DECK

#2 PILE SPIRAL


3'-

9

QUANTITY


1'-

0

1'-0

5k1

1'-

0

3'-9

D=2•

D=2•1'-5

5k2

1'-

0

1'-0




8f3

8f4

D=62'-

6

3'-03

'-0

8

6p3

D=4•2'-

7„

2'-

7„

1'-6„1'-6„

3'-8‚

5p22'-8

NO

N-

CO

AT

ED

5d6


8f1

5e4

5e3

5e2


PIER DIAPH. TIES



5d5

5d4

5d3

5d2

5d1



PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS

5p1

8g3

8g1


ABUT. HOOPS 10'-6

8

36


15'-9





5d8

10'-8



16




ABUT. VERT. BOTH F.


5d9

24

24



269

267

2'-9„ 7'-11

5‚

D=3ƒ

5d8


5h4

5h2

12

12

2'-9„

5‚

D=3ƒ

5h4

2'-1

62

62

5j1

12

16

5'-0 63


6 6

5e1

D=2•

5e5

2'-10

2'-10

4'-11

4'-11









NOTE:









0 0 0 0 0 0 0

STANDARD SHEET 4520

BENT BAR DETAILS


8

8


8f5

5p4

2'-21'-10

6a2

6a3

DECK TRANSV. TOP ENDS

DECK TRANSV. BOTT. ENDS

VARIES

VARIES

5d4

1'-10 1'-10

D=2•

1'-5

D=2•

1'-6

D=6

8f1

`DIAMETER.

ÒUT. D = PIN

ÀRE OUT TO

NOTE: ALL DIMENSIONS

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4520 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

1'-5

6 THUS

6 THUS 5d5

1'-0D=2•

2'-

7

11

5d1

D=2•

5e3

5e2

D=2•6•

INTERGAL ABUT. "C", "D" BEAMS - BAR LIST & SUPER. DETAILS - 7°31' - 15° SKEW

3'-3

2'-11

2'-22'-2

1'-10

5d6

1'-11

3'-10…

4'-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




TOP OF DECK

1•

2•" C

L.

1" C

L.




NAILED TO HEADER

BEVELED 1•x3



5b1

b2



EP

OX

Y

CO

AT

ED

REI

NF

OR

CI

NG

8g3

6 6 6 6

5e4

LOCATION

TOTAL (CU. YDS.)

D=8

12'-0

6

6

2'-

2

5p1 2'-7

4t1

D=2

11•

11•

11•

11•


38'-6

1'-10


1'-4• 1'

-4•

D=2•D=2•

D=2•


SECTION 2, DECK

#2 PILE SPIRAL


3'-

9

QUANTITY


1'-

0

1'-0

5k1

1'-

0

3'-9

D=2•

D=2•1'-5

5k2

1'-

0

1'-0




8f3

8f4

D=62'-

6

3'-03

'-0

8

6p3

D=4•2'-

7„

2'-

7„

1'-6„1'-6„

3'-8‚

5p22'-8

NO

N-

CO

AT

ED

5d6


8f1

5e4

5e3

5e2


PIER DIAPH. TIES



5d5

5d4

5d3

5d2

5d1



PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS

5p1

8g3

8g1


ABUT. HOOPS 10'-6

8

36


15'-9





5d8

10'-8



16




ABUT. VERT. BOTH F.


5d9

24

24



269

267

2'-9„ 7'-11

5‚

D=3ƒ

5d8


5h4

5h2

12

12

2'-9„

5‚

D=3ƒ

5h4

2'-1

62

62

5j1

12

16

5'-0 63


6 6

5e1

D=2•

5e5

2'-10

2'-10

4'-11

4'-11









NOTE:









0 0 0 0 0 0 0

STANDARD SHEET 4521

BENT BAR DETAILS


8

8


8f5

5p4

2'-4

6a2

6a3 DECK TRANSV. BOTT. ENDS

DECK TRANSV. TOP ENDS VARIES

VARIES

5d4

1'-10 1'-10

D=2•

1'-5

D=2•

1'-6

D=6

8f1

`DIAMETER.

ÒUT. D = PIN

ÀRE OUT TO

NOTE: ALL DIMENSIONS

EN

GLIS

HI

NT

EG

RA

LB

RI

DG

ES.D

GN 4521 -

THIS

SH

EE

T

RE

DR

AW

N 9-8-88

1'-5

6 THUS

6 THUS 5d5

1'-0D=2•

2'-

7

11

5d1

D=2•

5e3

5e2

D=2•6•

INTERGAL ABUT. "C", "D" BEAMS - BAR LIST & SUPER. DETAILS - 15°01' - 30° SKEW

3'-5

2'-42'-4

5d6

2'-2

4'-1…

4'-11

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




TOP OF DECK

1•

2•" C

L.

1" C

L.




NAILED TO HEADER

BEVELED 1•x3



5b1

b2



EP

OX

Y

CO

AT

ED

REI

NF

OR

CI

NG

8g3

6 6 6 6

5e4

LOCATION

TOTAL (CU. YDS.)

D=8

12'-0

6

6

2'-

2

5p1 2'-7

4t1

D=2

11•

11•

11•

11•


38'-6

1'-10


1'-4• 1'

-4•

D=2•D=2•

D=2•


SECTION 2, DECK

#2 PILE SPIRAL


3'-

9

QUANTITY


1'-

0

1'-0

5k1

1'-

0

3'-9

D=2•

D=2•1'-5

5k2

1'-

0

1'-0




8f3

8f4

D=62'-

6

3'-03

'-0

8

6p3

D=4•2'-

7„

2'-

7„

1'-6„1'-6„

3'-8‚

5p22'-8

NO

N-

CO

AT

ED

5d6


8f1

5e4

5e3

5e2


PIER DIAPH. TIES



5d5

5d4

5d3

5d2

5d1



PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS

5p1

8g3

8g1


ABUT. HOOPS 10'-6

8

36


15'-9





5d8

10'-8



16




ABUT. VERT. BOTH F.


5d9

24

24



269

267

2'-9„ 7'-11

5‚

D=3ƒ

5d8


5h4

5h2

12

12

2'-9„

5‚

D=3ƒ

5h4

2'-1

62

62

5j1

12

16

5'-0 63


6 6

5e1

D=2•

5e5

2'-10

2'-10

4'-11

4'-11









NOTE:








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