DESIGN SHEET NO. OF FILE NO. DESIGN NO. · PDF filedetails - (l.a.) 7^31’-15^ skew standard sheet m2080 g1 h2 d5 t1 g2 g1 typ. g2 | abut. brg. beam spaces @ ... hp 250‘x‘85 steel

HM

2078.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M2078"A" or "B" - INTEGRAL ABUT. DETAILS - 0^ SKEW

PILE SPACES @

p1 f1 f1

f2 f2

1370

f2 MIN. LAP

f1 MIN. LAP300 300 300 300

1130

460

460

920

ABUTMENT PILE PLAN

| ABUT. BRG. &

| PILES

BACK FACE

OF ABUTMENT

TYP. p1 DOUBLE

HOOP SPACING

| APPROACH ROADWAY

g1

h2

g1

g1

d5

d5

h2

t1

| ABUT. BRG.

SAME SPACING BETWEEN BEAMS

BEAM SPACES @

4 EQ. SP.

TYP.

g2 g2

g3

460

460

920

75330 330

380 380

75

= 405= 405

PART SECTION A-A

k2

k1

2 EQ.

SP.

2 EQ.

SP.

GUTTER

LINE

GUTTER

LINE

d6 ( MIN. LAP

AT | = 630 mm‘)

þÿ�1�9� �m

�m

�

CO

IL R

OD

FIELD

BEND

d7 ( MIN.LAP

AT | = 630 mm‘)

S75 x 11

KEYWAY FORMED BY NOMINAL

BEVELED 50 x 200

SPACING FOR:

?? - g1 BACK FACE

?? - g2 FRONT FACE

?? - g3 BACK FACE

?? - k1 BACK FACE

?? - k2 BACK FACEd2 & d3

B

B

RE

VIS

ED

07-05 -

PA

VIN

G N

OT

CH

EX

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ND

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TO

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.

COUNTY

DESIGN SHEET NO. OF DESIGN NO.FILE NO.

IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION

PROJECT NUMBER SHEET NUMBER

25-JAN-2006 09:27 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2

DESIGN TEAM

ABUTMENT NOTES:

IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE

DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE

METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE

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

MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR

REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.

THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.

g1 t1

LEVEL

ROADWAY

LEVEL

BENCH MARK :

PART REAR ELEVATION AT ABUTMENT

ELEV. A

a

AB

UT

.

AB

UT

.

33

0

h2

480 480

33

0

TO

P O

F P

IL

E

75

CL

.

FIELD

BEND

t1

p1

d3

d2 d6

COIL

ROD

h2

d7

f1 f2

g2 M

IN

. E

MB

ED

.

g1 M

IN

. E

MB

ED

.

380

600

460 460

920

620

93

0

38

0

380

65 CL.

PART SECTION B-B

65 CL.

g2

g1

g3

TOP OF SLAB

a1

PROVIDE 25‘mm

CHAMFER

S75‘x‘11

k1

k2

NOTE: THE SPIRAL AT THE TOP OF EACH PILE

TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING

TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH

WITH 2 - L‘22 x 22 x 3.2 SPACERS PUNCHED TO

HOLD SPIRAL.

COIL

ROD

S75‘x‘11

TOP OF

SLAB

BOTT. OF

FTG. ELEV.

( SEE TABLE‘)


BEVELED 50‘x‘200

A A

b1

ELEV.

| BEAMS

( REAR ELEVATION )

AB

UT

.

AB

UT

.

ABUTMENT STEP DIAGRAM

BOTT. FTG. ELEV.

POINT

ELEV. A

ABUT.ABUT.

TABLE OF ABUTMENT

ELEVATIONS

900 BERM

ABUTMENT EXCAVATION DETAILS

þÿ�

1

. . . .

.

. . . .

. . .

. .

. . . . . . . .

.

. . . . . .

. . .

. .

. . .

.

~

~ ~

~

~

~

~

~

~

~

~ . .

.

.

. . .

.

.

.

.

.

.

.

.

.

.

. .

.

SUBGRADE

ELEV.

PAY LIMIT FOR

CLASS 20 EXCAVATION

POROUS BACKFILL SEE

"SUBDRAIN DETAILS"

660

APPROACH FILLS ARE TO

BE COMPLETED TO THIS

LINE BEFORE STARTING

ABUTMENT CONSTRUCTION

COMPACTED GRANULAR

BACKFILL BETWEEN

WINGS SEE "SUBDRAIN

DETAILS"

SUBDRAIN SEE

"SUBDRAIN DETAILS"

FOR ALIGNMENT

AND SLOPE 500920

600

NOTE:

?? - HP 250‘x‘85 STEEL BEARING PILING

REQUIRED AT EACH ABUTMENT.

NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.

STEP

a

ABUT. ABUT.

TABLE OF

ABUTMENT STEPS

DE

PT

H

330 C

ON

ST

AN

T

HM

2079.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M2079"A" or "B" BEAMS INTEGRAL ABUT. DETAILS - ( L.A. ) 0^01’-7^30’ SKEW

PILE SPACES @

p1

| PILE

p2

f1

f1

f2

f2

p2

f2 MIN. LAP

1370f1 MIN. LAP

920 460

460

1130

300

480

300300300 300

480

ABUTMENT PILE PLAN

| ABUT. BRG.

& | PILES

BACK FACE

OF ABUTMENT

GUTTER

LINE

HOOP SPACING

TYP. pl DOUBLE

| APPROACH ROADWAY

g1

d5

h2

g2

g3

g1

| ABUT. BRG.

t1

TYP.

g2

BEAM SPACES @ SAME SPACING BETWEEN BEAMS

4 EQ. SP.

g1

d5

h2

75

380 380

480

75

= 405

480

380

=405

330

PART SECTION A-A

k2

2 EQ.

SP.

2 EQ.

SP.

k1

GUTTER

LINE


BEVELED 50 x 200

NOTE:

SHIFT g2 BARS IN F.F. AS NECESSARY

TO MISS BEAMS. PLACE g3 BARS

PARALLEL TO LONGIT. STEEL.

SPACING FOR:

?? - g1 BACK FACE

?? - g2 FRONT FACE

?? - g3 BACK FACE

?? - k1 BACK FACE

?? - k2 BACK FACES75 x 11

d6 ( MIN. LAP

AT | = 630 mm‘)

d7 ( MIN.LAP

AT | = 630 mm‘)

FIELD

BEND

þÿ�1�9� �m

�m

�

CO

IL

RO

D

GUTTER

LINE

d2 & d3

B

B

RE

VIS

ED

07-05 -

PA

VIN

G N

OT

CH

EX

TE

ND

ED

TO

IN

TE

RC

EP

T T

HE

WIN

GS

. L

ON

GIT

. B

AR

S 5

0‘m

m C

LE

AR

AN

CE

OF

WIN

GS

.

COUNTY





DESIGN TEAM

ABUTMENT NOTES:








g1 t1

LEVEL

ROADWAY

LEVEL

BENCH MARK :


ELEV. A

a

AB

UT

.

AB

UT

.

33

0

h2

480 480

33

0

TO

P O

F P

IL

E

75

CL

.

FIELD

BEND

t1

p1

d3

d2 d6

COIL

ROD

h2

d7

f1 f2

g2 M

IN

. E

MB

ED

.

g1 M

IN

. E

MB

ED

.

380

600

460 460

920

620

93

0

38

0

380

65 CL.

PART SECTION B-B

65 CL.

g2

g1

g3

TOP OF SLAB

a1

PROVIDE 25‘mm

CHAMFER

S75‘x‘11

k1

k2





HOLD SPIRAL.

COIL

ROD

S75‘x‘11

TOP OF

SLAB

BOTT. OF

FTG. ELEV.

( SEE TABLE‘)



A A

b1

ELEV.

| BEAMS

( REAR ELEVATION )

AB

UT

.

AB

UT

.


BOTT. FTG. ELEV.

POINT

ELEV. A

ABUT.ABUT.

TABLE OF ABUTMENT

ELEVATIONS

900 BERM


þÿ�

1

. . . .

.

. . . .

. . .

. .

. . . . . . . .

.

. . . . . .

. . .

. .

. . .

.

~

~ ~

~

~

~

~

~

~

~

~ . .

.

.

. . .

.

.

.

.

.

.

.

.

.

.

. .

.

SUBGRADE

ELEV.

PAY LIMIT FOR

CLASS 20 EXCAVATION

POROUS BACKFILL SEE

"SUBDRAIN DETAILS"

660





COMPACTED GRANULAR

BACKFILL BETWEEN

WINGS SEE "SUBDRAIN

DETAILS"

SUBDRAIN SEE

"SUBDRAIN DETAILS"

FOR ALIGNMENT

AND SLOPE 500920

600

NOTE:




STEP

a

ABUT. ABUT.

TABLE OF

ABUTMENT STEPS

DE

PT

H

330 C

ON

ST

AN

T

HM

2080.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

| PILE

PILE SPACES @

p1

p2

p2

f1

f2

f1

f2

f2 MIN. LAP

f1 MIN. LAP

1370

480

300 920

460

460

1130

300 300

300

300

480

ABUTMENT PILE PLAN

| ABUT. BRG. &

| PILES

BACK FACE

OF ABUTMENT

GUTTER

LINE

TYP. p1 DOUBLE HOOP SPACING

| APPROACH ROADWAY

STANDARD SHEET M2080"A" or "B" BEAMS INTEGRAL ABUT. DETAILS - (L.A.) 7^31’-15^ SKEW

g1

h2

d5

t1

g2

g1

TYP.

g2

| ABUT. BRG.


4 EQ. SP.

g1

g3 h2

d5 KEYWAY FORMED BY NOMINAL

BEVELED 50 x 200380 380

480

75

= 405

300

460 75

= 405

480

PART SECTION A-A

k2

2 EQ.

SP.

2 EQ.

SP.

k1

SPACING FOR:

?? - g1 BACK FACE

?? - g2 FRONT FACE

?? - g3 BACK FACE

?? - k1 BACK FACE

?? - k2 BACK FACE

S75 x 11

d6 ( MIN. LAP

AT | = 630 mm)

d7 (MIN. LAP

AT | = 630 mm)

þÿ�1

�9� �m

�m�

CO

IL R

OD

GUTTER

LINE

NOTE:




GUTTER

LINE

d2 & d3

FIELD

BEND B

B

RE

VIS

ED

07-05 -

PA

VIN

G N

OT

CH

EX

TE

ND

ED

TO

IN

TE

RC

EP

T T

HE

WIN

GS

. L

ON

GIT

. B

AR

S 5

0‘m

m C

LE

AR

AN

CE

OF

WIN

GS

.

COUNTY





DESIGN TEAM

ABUTMENT NOTES:








g1 t1

LEVEL

ROADWAY

LEVEL

BENCH MARK :


ELEV. A

a

AB

UT

.

AB

UT

.

33

0

h2

480 480

33

0

TO

P O

F P

IL

E

75

CL

.

FIELD

BEND

t1

p1

d3

d2 d6

COIL

ROD

h2

d7

f1 f2

g2 M

IN

. E

MB

ED

.

g1 M

IN

. E

MB

ED

.

380

600

460 460

920

620

93

0

38

0

380

65 CL.

PART SECTION B-B

65 CL.

g2

g1

g3

TOP OF SLAB

a1

PROVIDE 25‘mm

CHAMFER

S75‘x‘11

k1

k2





HOLD SPIRAL.

COIL

ROD

S75‘x‘11

TOP OF

SLAB

BOTT. OF

FTG. ELEV.

( SEE TABLE‘)



A A

b1

ELEV.

| BEAMS

( REAR ELEVATION )

AB

UT

.

AB

UT

.


BOTT. FTG. ELEV.

POINT

ELEV. A

ABUT.ABUT.

TABLE OF ABUTMENT

ELEVATIONS

900 BERM


þÿ�

1

. . . .

.

. . . .

. . .

. .

. . . . . . . .

.

. . . . . .

. . .

. .

. . .

.

~

~ ~

~

~

~

~

~

~

~

~ . .

.

.

. . .

.

.

.

.

.

.

.

.

.

.

. .

.

SUBGRADE

ELEV.

PAY LIMIT FOR

CLASS 20 EXCAVATION

POROUS BACKFILL SEE

"SUBDRAIN DETAILS"

660





COMPACTED GRANULAR

BACKFILL BETWEEN

WINGS SEE "SUBDRAIN

DETAILS"

SUBDRAIN SEE

"SUBDRAIN DETAILS"

FOR ALIGNMENT

AND SLOPE 500920

600

NOTE:




STEP

a

ABUT. ABUT.

TABLE OF

ABUTMENT STEPS

DE

PT

H

330 C

ON

ST

AN

T

HM

2081.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M2081"A" or "B" BEAMS INTEGRAL ABUT. DETAILS - (L.A.) 15^01’-30^ SKEW

| PILE

PILE SPACES @

p1

p2

p2

f2

f1

f2

f1

TYP.

g1

h2

g1

t1 d5

g2

BEAM SPACES @

SAME SPACING BETW

EEN BEAMS

4 EQ. SP.

d5

h2

g3

g1

g2

f2 MIN. LAP

1370

f1 MIN. LAP

480

= 405

75


BEVELED 50 x 200

380 380

310

620

75

= 405

480

480

300

1130

920

460

460

300 300

300 300

480

PART SECTION A-A

ABUTMENT PILE PLAN

k2

k1

SPACING FOR:

?? - g1 BACK FACE

?? - g2 FRONT FACE

?? - g3 BACK FACE

?? - k1 BACK FACE

?? - k2 BACK FACE

S75 x 11

d7 (MIN. LAP

AT | = 630 mm)

d6 (MIN. LAP

AT | = 630 mm)

NOTE:

SHIFT g2 BARS IN F.F. AS NECESSARY TO MISS BEAMS.

PLACE g3 BARS PARALLEL TO LONGIT. STEEL.

þÿ�1

�9� �m

�m�

CO

IL R

OD

FIELD

BEND

GUTTER

LINE

GUTTER

LINE

GUTTER LINE

| ABUT.

BRG.

BACK FACE

OF ABUTMENT

| ABUT. BRG. &

| PILES

d2 &

d3

2 EQ.

SP.

2 EQ.

SP.

TYP. p1 DOUBLE

HOOP SPACING

B

B

| APPROACH ROADWAY

RE

VIS

ED

07-05 -

PA

VIN

G N

OT

CH

EX

TE

ND

ED

TO

IN

TE

RC

EP

T T

HE

WIN

GS

. L

ON

GIT

. B

AR

S 5

0‘m

m C

LE

AR

AN

CE

OF

WIN

GS

.

COUNTY





DESIGN TEAM

ABUTMENT NOTES:








g1 t1

LEVEL

ROADWAY

LEVEL

BENCH MARK :


ELEV. A

a

AB

UT

.

AB

UT

.

33

0

h2

480 480

33

0

TO

P O

F P

IL

E

75

CL

.

FIELD

BEND

t1

p1

d3

d2 d6

COIL

ROD

h2

d7

f1 f2

g2 M

IN

. E

MB

ED

.

g1 M

IN

. E

MB

ED

.

380

600

460 460

920

620

93

0

38

0

380

65 CL.

PART SECTION B-B

65 CL.

g2

g1

g3

TOP OF SLAB

a1

PROVIDE 25‘mm

CHAMFER

S75‘x‘11

k1

k2





HOLD SPIRAL.

COIL

ROD

S75‘x‘11

TOP OF

SLAB

BOTT. OF

FTG. ELEV.

( SEE TABLE‘)



A A

b1

ELEV.

| BEAMS

( REAR ELEVATION )

AB

UT

.

AB

UT

.


BOTT. FTG. ELEV.

POINT

ELEV. A

ABUT.ABUT.

TABLE OF ABUTMENT

ELEVATIONS

900 BERM


þÿ�

1

. . . .

.

. . . .

. . .

. .

. . . . . . . .

.

. . . . . .

. . .

. .

. . .

.

~

~ ~

~

~

~

~

~

~

~

~ . .

.

.

. . .

.

.

.

.

.

.

.

.

.

.

. .

.

SUBGRADE

ELEV.

PAY LIMIT FOR

CLASS 20 EXCAVATION

POROUS BACKFILL SEE

"SUBDRAIN DETAILS"

660





COMPACTED GRANULAR

BACKFILL BETWEEN

WINGS SEE "SUBDRAIN

DETAILS"

SUBDRAIN SEE

"SUBDRAIN DETAILS"

FOR ALIGNMENT

AND SLOPE 500920

600

NOTE:




STEP

a

ABUT. ABUT.

TABLE OF

ABUTMENT STEPS

DE

PT

H

330 C

ON

ST

AN

T

ABUTMENT NOTES:








HM

2082.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M2082"A" or "B" BEAMS INTEGRAL ABUT. DETAILS - ( R. A. ) 0^01’-7^30’ SKEW

p1

PILE SPACES @

| PILE

p2

f1

f2

f2

f1

p2

1370

f2 MIN. LAP

f1 MIN. LAP

300 300300 300

480

1130

460

460

920

480

300

ABUTMENT PILE PLAN

| ABUT. BRG. &

| PILES

BACK FACE

OF ABUTMENT

GUTTER

LINE

TYP. p1 DOUBLE

HOOP SPACING

| APPROACH ROADWAY

g1

h2

g1

d5

d5

h2

t1

| ABUT. BRG. g2

g3

TYP.

g2

g1

BEAM SPACES @


4 EQ. SP.480

75

= 405


BEVELED 50 x 200

380 380

380

330

480

75

= 405

PART SECTION A-A

k2 k1

2 EQ.

SP.

2 EQ.

SP.

SPACING FOR:

?? - g1 BACK FACE

?? - g2 FRONT FACE

?? - g3 BACK FACE

?? - k1 BACK FACE

?? - k2 BACK FACE

S75 x 11

d7 (MIN.LAP

AT | = 630 mm) d6 (MIN. LAP

AT | = 630 mm)

GUTTER

LINE

FIELD

BEND

þÿ�1�9� �m

�m

�

CO

IL

RO

D

GUTTER

LINE

NOTE:




d2 & d3

B

B

RE

VIS

ED

07-05 -

PA

VIN

G N

OT

CH

EX

TE

ND

ED

TO

IN

TE

RC

EP

T T

HE

WIN

GS

. L

ON

GIT

. B

AR

S 5

0‘m

m C

LE

AR

AN

CE

OF

WIN

GS

.

COUNTY





DESIGN TEAM

ABUTMENT NOTES:








g1 t1

LEVEL

ROADWAY

LEVEL

BENCH MARK :


ELEV. A

a

AB

UT

.

AB

UT

.

33

0

h2

480 480

33

0

TO

P O

F P

IL

E

75

CL

.

FIELD

BEND

t1

p1

d3

d2 d6

COIL

ROD

h2

d7

f1 f2

g2 M

IN

. E

MB

ED

.

g1 M

IN

. E

MB

ED

.

380

600

460 460

920

620

93

0

38

0

380

65 CL.

PART SECTION B-B

65 CL.

g2

g1

g3

TOP OF SLAB

a1

PROVIDE 25‘mm

CHAMFER

S75‘x‘11

k1

k2





HOLD SPIRAL.

COIL

ROD

S75‘x‘11

TOP OF

SLAB

BOTT. OF

FTG. ELEV.

( SEE TABLE‘)



A A

b1

ELEV.

| BEAMS

( REAR ELEVATION )

AB

UT

.

AB

UT

.


BOTT. FTG. ELEV.

POINT

ELEV. A

ABUT.ABUT.

TABLE OF ABUTMENT

ELEVATIONS

900 BERM


þÿ�

1

. . . .

.

. . . .

. . .

. .

. . . . . . . .

.

. . . . . .

. . .

. .

. . .

.

~

~ ~

~

~

~

~

~

~

~

~ . .

.

.

. . .

.

.

.

.

.

.

.

.

.

.

. .

.

SUBGRADE

ELEV.

PAY LIMIT FOR

CLASS 20 EXCAVATION

POROUS BACKFILL SEE

"SUBDRAIN DETAILS"

660





COMPACTED GRANULAR

BACKFILL BETWEEN

WINGS SEE "SUBDRAIN

DETAILS"

SUBDRAIN SEE

"SUBDRAIN DETAILS"

FOR ALIGNMENT

AND SLOPE 500920

600

NOTE:




STEP

a

ABUT. ABUT.

TABLE OF

ABUTMENT STEPS

DE

PT

H

330 C

ON

ST

AN

T

HM

20

83

.S0

1 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1

-9

5.

STANDARD SHEET M2083"A" or "B" BEAMS INTEGRAL ABUT. DETAILS - ( R.A. ) 7^31’-15^ SKEW

PILE SPACES @

| PILE

p1

f2

f2

f1

f1

p2

p2

f2 MIN. LAP

1370

480

300

300

300 300

f1 MIN.LAP

460460

920

1130

480

300

ABUTMENT PILE PLAN

| ABUT. BRG. &

| PILES

GUTTER

LINE

BACK FACE

OF ABUTMENT

TYP. p1 DOUBLE

HOOP SPACING

| APPROACH ROADWAY

g1

h2

d5 t1

g2

TYP.

g1

| ABUT. BRG.

g2 BEAM SPACES @


4 EQ. SP.

h2

d5

g3

g1

380 380

480

75

= 405


BEVELED 50 x 200

460

300

480

75

= 405

PART SECTION A-A

2 EQ.

SP.

k1

k2

SPACING FOR:

?? - g1 BACK FACE

?? - g2 FRONT FACE

?? - g3 BACK FACE

?? - k1 BACK FACE

?? - k2 BACK FACE

S75 x 11

d6 (MIN. LAP

AT | = 630 mm)

d7 (MIN. LAP

AT | = 630 mm)

GUTTER

LINE

GUTTER

LINE

NOTE:




þÿ�1�9� �m

�m

�

CO

IL

RO

D

FIELD

BEND

d2 & d3

2 EQ.

SP.

B

B

RE

VIS

ED

07-05 -

PA

VIN

G N

OT

CH

EX

TE

ND

ED

TO

IN

TE

RC

EP

T T

HE

WIN

GS

. L

ON

GIT

. B

AR

S 5

0‘m

m C

LE

AR

AN

CE

OF

WIN

GS

.

COUNTY





DESIGN TEAM

ABUTMENT NOTES:








g1 t1

LEVEL

ROADWAY

LEVEL

BENCH MARK :


ELEV. A

a

AB

UT

.

AB

UT

.

33

0

h2

480 480

33

0

TO

P O

F P

IL

E

75

CL

.

FIELD

BEND

t1

p1

d3

d2 d6

COIL

ROD

h2

d7

f1 f2

g2 M

IN

. E

MB

ED

.

g1 M

IN

. E

MB

ED

.

380

600

460 460

920

620

93

0

38

0

380

65 CL.

PART SECTION B-B

65 CL.

g2

g1

g3

TOP OF SLAB

a1

PROVIDE 25‘mm

CHAMFER

S75‘x‘11

k1

k2





HOLD SPIRAL.

COIL

ROD

S75‘x‘11

TOP OF

SLAB

BOTT. OF

FTG. ELEV.

( SEE TABLE‘)



A A

b1

ELEV.

| BEAMS

( REAR ELEVATION )

AB

UT

.

AB

UT

.


BOTT. FTG. ELEV.

POINT

ELEV. A

ABUT.ABUT.

TABLE OF ABUTMENT

ELEVATIONS

900 BERM


þÿ�

1

. . . .

.

. . . .

. . .

. .

. . . . . . . .

.

. . . . . .

. . .

. .

. . .

.

~

~ ~

~

~

~

~

~

~

~

~ . .

.

.

. . .

.

.

.

.

.

.

.

.

.

.

. .

.

SUBGRADE

ELEV.

PAY LIMIT FOR

CLASS 20 EXCAVATION

POROUS BACKFILL SEE

"SUBDRAIN DETAILS"

660





COMPACTED GRANULAR

BACKFILL BETWEEN

WINGS SEE "SUBDRAIN

DETAILS"

SUBDRAIN SEE

"SUBDRAIN DETAILS"

FOR ALIGNMENT

AND SLOPE 500920

600

NOTE:




STEP

a

ABUT. ABUT.

TABLE OF

ABUTMENT STEPS

DE

PT

H

330 C

ON

ST

AN

T

HM

2084.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M2084"A" or "B" BEAMS INTEGRAL ABUT. DETAILS - (R.A.) 15^01’-30^ SKEW

PILE S

PACES @

| PILE

p1

p2

p2

f2

f1

f2

f1

f2 M

IN. L

AP

f1 MIN

. LAP

1370

300 300

300 300

480

460

460

920

1130

300

480

ABUTMENT PILE PLAN

| ABUT. BRG. &

| PILES

BACK FACE

OF ABUTMENT

GUTTER

LINE

TYP. p1 D

OUBLE

HOOP SPACING

| APPROACH ROADWAY

g1

h2

d5

g2

t1 TYP.

g1

BEAM SPACES @

SAME SPACIN

G BETW

EEN BEAM

S

g2

h2

d5

g1

g3

4 EQ. S

P.

480

75

= 405

310

620

380380


BEVELED 50 x 200

480

75

= 405

PART

SECTION A-A

k2

k1

2 EQ.

SP.

SPACING FOR:

?? - g1 BACK FACE

?? - g2 FRONT FACE

?? - g3 BACK FACE

?? - k1 BACK FACE

?? - k2 BACK FACE

S75 x 11

FIELD

BEND

GUTTER

LINE

d6 (MIN. LAP

AT | = 630 mm)

d7 (MIN. LAP

AT | = 630 mm)

NOTE:




þÿ�1�9� �m

�m

�

CO

IL

RO

D

| ABUT.

BRG.

d2 &

d3

2 EQ.

SP.

GUTTER LINE

B

B

RE

VIS

ED

07-05 -

PA

VIN

G N

OT

CH

EX

TE

ND

ED

TO

IN

TE

RC

EP

T T

HE

WIN

GS

. L

ON

GIT

. B

AR

S 5

0‘m

m C

LE

AR

AN

CE

OF

WIN

GS

.

COUNTY





DESIGN TEAM

ABUTMENT NOTES:








g1 t1

LEVEL

ROADWAY

LEVEL

BENCH MARK :


ELEV. A

a

AB

UT

.

AB

UT

.

33

0

h2

480 480

33

0

TO

P O

F P

IL

E

75

CL

.

FIELD

BEND

t1

p1

d3

d2 d6

COIL

ROD

h2

d7

f1 f2

g2 M

IN

. E

MB

ED

.

g1 M

IN

. E

MB

ED

.

380

600

460 460

920

620

93

0

38

0

380

65 CL.

PART SECTION B-B

65 CL.

g2

g1

g3

TOP OF SLAB

a1

PROVIDE 25‘mm

CHAMFER

S75‘x‘11

k1

k2





HOLD SPIRAL.

COIL

ROD

S75‘x‘11

TOP OF

SLAB

BOTT. OF

FTG. ELEV.

( SEE TABLE‘)



A A

b1

ELEV.

| BEAMS

( REAR ELEVATION )

AB

UT

.

AB

UT

.


BOTT. FTG. ELEV.

POINT

ELEV. A

ABUT.ABUT.

TABLE OF ABUTMENT

ELEVATIONS

900 BERM


þÿ�

1

. . . .

.

. . . .

. . .

. .

. . . . . . . .

.

. . . . . .

. . .

. .

. . .

.

~

~ ~

~

~

~

~

~

~

~

~ . .

.

.

. . .

.

.

.

.

.

.

.

.

.

.

. .

.

SUBGRADE

ELEV.

PAY LIMIT FOR

CLASS 20 EXCAVATION

POROUS BACKFILL SEE

"SUBDRAIN DETAILS"

660





COMPACTED GRANULAR

BACKFILL BETWEEN

WINGS SEE "SUBDRAIN

DETAILS"

SUBDRAIN SEE

"SUBDRAIN DETAILS"

FOR ALIGNMENT

AND SLOPE 500920

600

NOTE:




STEP

a

ABUT. ABUT.

TABLE OF

ABUTMENT STEPS

DE

PT

H

330 C

ON

ST

AN

T

ABUTMENT NOTES:








HM

20

85

.S0

1 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1

-9

5.

RE

VIS

ED

12-04 -

SIZ

E A

ND

DIM

EN

SIO

NS

OF

PA

VIN

G N

OT

CH

CH

AN

GE

D. T

EM

PO

RA

RY

PA

VIN

G N

OT

CH

RE

MO

VE

D.

STANDARD SHEET M2085 "C" OR "D" BEAMS - INTEGRAL ABUT. DETAILS - O^ SKEW

g2 t1

d5

g4

d8

g1

4 EQ. SP.

BEAM SPACES @

TY

P.

5 -

g4 E

AC

H F

AC

E

TYP.


f4

p2

g4

d8

g1

g3 g1

d5

p1

f1

f2

f1

| PILE

p2

f4

f3

p3 f2

PILE SPACES @

f4 f3

75

f2 MIN. LAP

f1 MIN. LAP1370

19

85

15

25

460

200

505 415

1130

300 300

460 460

460

460 920

460

30

03

00

160KEYWAY FORMED BY NOMINAL

BEVELED 50 x 200

920

760

430 430

160

4 E

Q.

SP

. =

12

25

14

0

15

25

19

85

75

= 405

g2

360 360

= 405

75

46

0460

920

75

415 480

15

25

460

ABUTMENT PILE PLAN

B

B

2 EQ. SP.

þÿ�1�9� �m

�m

�

CO

IL

RO

D

GUTTER

LINE

2 EQ. SP.

FIELD

BEND

d6 (MIN. LAP

AT | = 630 mm) BACK FACE

OF ABUTMENT

25

k2

S75 x 11

p1

TYP.

k1

PART SECTION A-A

| ABUT.

BRG.

d2 &

d3

GUTTER

LINE

| ABUT. BRG.

& | PILES

GUTTER

LINE

TYP. p1 DOUBLE

HOOP SPACING

d7 (MIN. LAP

AT |

= 630 mm)

SPACING FOR:

?? - g1 BACK FACE

?? - g2 FRONT FACE

?? - g3 BACK FACE

?? - k1 BACK FACE

?? - k2 BACK FACE

| APPROACH ROADWAY

f4

COUNTY





DESIGN TEAM

50

c3 c14

g4

d8

70

CL.

**

450

PART

SECTION C-C

* NOTE:

SEE DESIGN SHEET ?? FOR DETAILS

OF BARRIER RAIL. REINFORCING BARS

c3 AND c14 ARE INCLUDED

IN SUPERSTRUCTURE QUANTITIES.

ABUTMENT NOTES:








900 BERM


þÿ�

1

. . . .

.

. . . .

. . .

. .

. . . . . . . .

.

. . . . . .

. . .

.

. . .

.

~

~ ~

~

~

~

~

~

~

~

~ . .

.

.

. . .

.

.

.

.

.

.

.

.

.

.

. .

.

SUBGRADE

ELEV.

PAY LIMIT FOR

CLASS 20 EXCAVATION

POROUS BACKFILL SEE

"SUBDRAIN DETAILS"

660





COMPACTED GRANULAR

BACKFILL BETWEEN

WINGS SEE "SUBDRAIN

DETAILS"

SUBDRAIN SEE

"SUBDRAIN DETAILS"

FOR ALIGNMENT

AND SLOPE 500920

60

0

NOTE:




BENCH MARK:

LEVEL

ROADWAY

LEVEL

t1

g1

d8

h2

( WINGS NOT SHOWN )

480

33

0

f3 &‘f5


BEVELED 50 x 200

480

330


50

CL.

A

S75 x 11

TOP OF

SLAB

COIL

ROD

f4 p1

p3

h2

d8

f1 f2

t1

d3

d2

d6

75

CL

.

p2

OF

PIL

E

DE

PT

H

g4

CO

NS

TA

NT

3

30

93

0

920

g2 M

IN

. E

MB

ED

.

g1 M

IN. E

MB

ED

.

62

0

100

38

03

80

380

65

CL.65 CL.

C

C

CONSTR.

JOINTS d7

COIL

ROD

g2

g1

g3

TOP OF SLAB

a1

k1

k2

S75‘x‘11

PART SECTION B-B

FIELD

BEND

60

0 T

OP




WITH 2 - L‘22‘x‘22‘x‘3.2 SPACERS PUNCHED TO

HOLD SPIRAL.

ELEV. A ELEV.

a

| BEAMS

( REAR ELEVATION )

AB

UT

.

AB

UT

.

AB

UT

.

AB

UT

.


p2

38

0

50

CL.

A

MIN

. E

MB

ED

ME

NT

g4

BA

RS

g4

BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a

ABUT.ABUT. ABUT. ABUT.

TABLE OF

ABUTMENT STEPS

TABLE OF ABUTMENT

ELEVATIONS

b1

BOTT. OF

FTG. ELEV.

( SEE TABLE‘)

PROVIDE

25‘mm

CHAMFER

HM

2086.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

RE

VIS

ED

12-04 -

SIZ

E A

ND

DIM

EN

SIO

NS

OF

PA

VIN

G N

OT

CH

CH

AN

GE

D. T

EM

PO

RA

RY

PA

VIN

G N

OT

CH

RE

MO

VE

D.

STANDARD SHEET M2086 "C" OR "D" BEAMS-INTEGRAL ABUT. DETAILS-( L. A. ) 0^ 01’ - 7^ 30’ SKEW

d8

g4

d5

g2

TYP.

g1

g2

d5

g1

g4

d8 p2

g3 g1

TY

P.

5 -

g4 E

AC

H F

AC

E

BEAM SPACES @


4 EQ. SP.t1

p2

| PILE

p3

p4

TYP. p1

f1

f2

f1

f2

PILE SPACES @

f3

f5

f5

f4 f3

75

75

f1 MIN. LAP1370

920

760

19

85

160

4 E

Q.

SP

. =

12

20


BEVELED 50 x 200

430 430

360

410

75

480

75

= 405

415 480

480

= 405

300 300

460 460

460

15

25

460

30

03

00

160

1130 f2 MIN LAP

920 460

460

200

415505

19

85

15

25

460

ABUTMENT PILE PLAN

B

B

25

k2

SPACING FOR:

?? - g1 BACK FACE

?? - g2 FRONT FACE

?? - g3 BACK FACE

?? - k1 BACK FACE

?? - k2 BACK FACES75 x 11

k1

FIELD

BEND

PART SECTION A-A

þÿ�1�9� �m

�m

�

CO

IL

RO

D

NOTE:


TO MISS BEAMS. PLACE g3 BARS PARALLEL

TO LONGIT. STEEL.

d7 ( MIN. LAP

AT | = 630 mm )

d6 ( MIN. LAP

AT | = 630 mm )

GUTTER

LINE

d2 & d3

| ABUT.

BRG.

GUTTER

LINE

| ABUT. BRG.

& | PILES

GUTTER

LINE

BACK FACE

OF ABUTMENT


2 EQ. SP.

2 EQ. SP.

| APPROACH ROADWAY

COUNTY





DESIGN TEAM

50

c3 c14

g4

d8

70

CL.

**

450

PART

SECTION C-C

* NOTE:





ABUTMENT NOTES:








900 BERM


þÿ�

1

. . . .

.

. . . .

. . .

. .

. . . . . . . .

.

. . . . . .

. . .

.

. . .

.

~

~ ~

~

~

~

~

~

~

~

~ . .

.

.

. . .

.

.

.

.

.

.

.

.

.

.

. .

.

SUBGRADE

ELEV.

PAY LIMIT FOR

CLASS 20 EXCAVATION

POROUS BACKFILL SEE

"SUBDRAIN DETAILS"

660





COMPACTED GRANULAR

BACKFILL BETWEEN

WINGS SEE "SUBDRAIN

DETAILS"

SUBDRAIN SEE

"SUBDRAIN DETAILS"

FOR ALIGNMENT

AND SLOPE 500920

60

0

NOTE:




BENCH MARK:

LEVEL

ROADWAY

LEVEL

t1

g1

d8

h2

( WINGS NOT SHOWN )

480

33

0

f3 &‘f5


BEVELED 50 x 200

480

330


50

CL.

A

S75 x 11

TOP OF

SLAB

COIL

ROD

f4 p1

p3

h2

d8

f1 f2

t1

d3

d2

d6

75

CL

.

p2

OF

PIL

E

DE

PT

H

g4

CO

NS

TA

NT

3

30

93

0

920

g2 M

IN

. E

MB

ED

.

g1 M

IN. E

MB

ED

.

62

0

100

38

03

80

380

65

CL.65 CL.

C

C

CONSTR.

JOINTS d7

COIL

ROD

g2

g1

g3

TOP OF SLAB

a1

k1

k2

S75‘x‘11

PART SECTION B-B

FIELD

BEND

60

0 T

OP





HOLD SPIRAL.

ELEV. A ELEV.

a

| BEAMS

( REAR ELEVATION )

AB

UT

.

AB

UT

.

AB

UT

.

AB

UT

.


p2

38

0

50

CL.

A

MIN

. E

MB

ED

ME

NT

g4

BA

RS

g4

BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a


TABLE OF

ABUTMENT STEPS

TABLE OF ABUTMENT

ELEVATIONS

b1

BOTT. OF

FTG. ELEV.

( SEE TABLE‘)

PROVIDE

25‘mm

CHAMFER

d8

g4

d5

g2

t1

g1

TYP.

g2

d5

g1

g4

d8

p2

g1

g3


4 EQ. SP.

TY

P.

5 -

g4 E

AC

H F

AC

E

NOTE:

| PILE

p2

f3

p3

f1

f1 f2

f2

p1 p4

PILE SPACES @

TYP.

f5

f4 f3

f5

75

75

75

f2 MIN. LAP

f1 MIN. LAP1370

300 300

460 460

15

25

460

30

03

00

460

160

1130

920 460

460

200

15

25

460

19

85

505 415430 430

920


BEVELED 50 x 200

19

85

160

4 S

P.

@ 3

05

= 1

22

0

480

= 405

340

480

480

75

= 405

415 480

760

ABUTMENT PILE PLAN

B

B

25

SPACING FOR:

?? - g1 BACK FACE

?? - g2 FRONT FACE

?? - g3 BACK FACE

?? - k1 BACK FACE

?? - k2 BACK FACE

S75 x 11

2 EQ.

SPACES

2 EQ.

SPACES

k1

PART SECTION A-A

þÿ�1�9� �m

�m

�

CO

IL

RO

D

| ABUT.

BRG.

d2 & d3



TO LONGIT. STEEL.

GUTTER

LINE

d7 (MIN. LAP

AT | = 630 mm)

d6 (MIN. LAP

AT | = 630 mm)

GUTTER

LINE

FIELD

BEND GUTTER

LINE

| ABUT. BRG.

& | PILES

BACK FACE

OF ABUTMENT


k2

| APPROACH ROADWAY

HM

20

87

.S0

1 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1

-9

5.

RE

VIS

ED

12-04 -

SIZ

E A

ND

DIM

EN

SIO

NS

OF

PA

VIN

G N

OT

CH

CH

AN

GE

D. T

EM

PO

RA

RY

PA

VIN

G N

OT

CH

RE

MO

VE

D.

STANDARD SHEET M2087 "C" OR "D" BEAMS-INTEGRAL ABUTS. DETAILS-( L. A. ) 7^31’ - 15^ SKEW COUNTY





DESIGN TEAM

50

c3 c14

g4

d8

70

CL.

**

450

PART

SECTION C-C

* NOTE:





ABUTMENT NOTES:








900 BERM


þÿ�

1

. . . .

.

. . . .

. . .

. .

. . . . . . . .

.

. . . . . .

. . .

.

. . .

.

~

~ ~

~

~

~

~

~

~

~

~ . .

.

.

. . .

.

.

.

.

.

.

.

.

.

.

. .

.

SUBGRADE

ELEV.

PAY LIMIT FOR

CLASS 20 EXCAVATION

POROUS BACKFILL SEE

"SUBDRAIN DETAILS"

660





COMPACTED GRANULAR

BACKFILL BETWEEN

WINGS SEE "SUBDRAIN

DETAILS"

SUBDRAIN SEE

"SUBDRAIN DETAILS"

FOR ALIGNMENT

AND SLOPE 500920

60

0

NOTE:




BENCH MARK:

LEVEL

ROADWAY

LEVEL

t1

g1

d8

h2

( WINGS NOT SHOWN )

480

33

0

f3 &‘f5


BEVELED 50 x 200

480

330


50

CL.

A

S75 x 11

TOP OF

SLAB

COIL

ROD

f4 p1

p3

h2

d8

f1 f2

t1

d3

d2

d6

75

CL

.

p2

OF

PIL

E

DE

PT

H

g4

CO

NS

TA

NT

3

30

93

0

920

g2 M

IN

. E

MB

ED

.

g1 M

IN. E

MB

ED

.

62

0

100

38

03

80

380

65

CL.65 CL.

C

C

CONSTR.

JOINTS d7

COIL

ROD

g2

g1

g3

TOP OF SLAB

a1

k1

k2

S75‘x‘11

PART SECTION B-B

FIELD

BEND

60

0 T

OP





HOLD SPIRAL.

ELEV. A ELEV.

a

| BEAMS

( REAR ELEVATION )

AB

UT

.

AB

UT

.

AB

UT

.

AB

UT

.


p2

38

0

50

CL.

A

MIN

. E

MB

ED

ME

NT

g4

BA

RS

g4

BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a


TABLE OF

ABUTMENT STEPS

TABLE OF ABUTMENT

ELEVATIONS

b1

BOTT. OF

FTG. ELEV.

( SEE TABLE‘)

PROVIDE

25‘mm

CHAMFER

HM

20

88

.S0

1 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1

-9

5.

RE

VIS

ED

12-04 -

SIZ

E A

ND

DIM

EN

SIO

NS

OF

PA

VIN

G N

OT

CH

CH

AN

GE

D. T

EM

PO

RA

RY

PA

VIN

G N

OT

CH

RE

MO

VE

D.

STANDARD SHEET M2088 "C" OR "D" BEAMS-INTEGRAL ABUT. DETAILS-( L. A. ) 15^01’ - 30^ SKEW

TYP.

p1

f1

f1

f2

f2

| PILE

p2

f3

p3

p4

PILE SPACES @

f5

f3

f4

f2 MIN. LAP

f1 MIN. LAP

1370

300 300

1525

460

300

300

160

460

460460

920

460

460

1130

200

415505

460

15

25

19

85

ABUTMENT PILE PLAN

| ABUT. BRG.

& | PILES

GUTTER

LINE

BACK FACE

OF ABUTMENT

TYP. p1DOUBLE HOOPSPACING

| APPROACH ROADWAY

d8

g4

d5

t1

g1

g2

TYP.

d5

g1

g4

d8

p2

g3

g1

TY

P.

5 -

g4 E

AC

H F

AC

E

4 EQ. SP.

SAME SPACING BETW

EEN BEAMS

BEAM

SPACES @

f5

75

920

76

0

19

85

4 S

P @

30

5 =

12

20

160


BEVELED 50 x 200

430 430

480

75

= 405

350

650

= 405

75

415 480

480

g2

B

B

25

k2

SPACING FOR:

?? - g1 BACK FACE

?? - g2 FRONT FACE

?? - g3 BACK FACE

?? - k1 BACK FACE

?? - k2 BACK FACE

S75 x 11

k1

2 EQ.

SPACES

2 EQ.

SPACES

PART SECTION A-A

| ABUT.

BRG.

GUTTER

LINE

þÿ�1�9� �m

�m

�

CO

IL

RO

D

NOTE:



TO LONGIT. STEEL. d6 (MIN. LAP

AT | = 630 mm)

d2 &

d3

d7 (MIN. LAP

AT | = 630 mm)

FIELD

BEND

GUTTER

LINE

COUNTY





DESIGN TEAM

50

c3 c14

g4

d8

70

CL.

**

450

PART

SECTION C-C

* NOTE:





ABUTMENT NOTES:








900 BERM


þÿ�

1

. . . .

.

. . . .

. . .

. .

. . . . . . . .

.

. . . . . .

. . .

.

. . .

.

~

~ ~

~

~

~

~

~

~

~

~ . .

.

.

. . .

.

.

.

.

.

.

.

.

.

.

. .

.

SUBGRADE

ELEV.

PAY LIMIT FOR

CLASS 20 EXCAVATION

POROUS BACKFILL SEE

"SUBDRAIN DETAILS"

660





COMPACTED GRANULAR

BACKFILL BETWEEN

WINGS SEE "SUBDRAIN

DETAILS"

SUBDRAIN SEE

"SUBDRAIN DETAILS"

FOR ALIGNMENT

AND SLOPE 500920

60

0

NOTE:




BENCH MARK:

LEVEL

ROADWAY

LEVEL

t1

g1

d8

h2

( WINGS NOT SHOWN )

480

33

0

f3 &‘f5


BEVELED 50 x 200

480

330


50

CL.

A

S75 x 11

TOP OF

SLAB

COIL

ROD

f4 p1

p3

h2

d8

f1 f2

t1

d3

d2

d6

75

CL

.

p2

OF

PIL

E

DE

PT

H

g4

CO

NS

TA

NT

3

30

93

0

920

g2 M

IN

. E

MB

ED

.

g1 M

IN. E

MB

ED

.

62

0

100

38

03

80

380

65

CL.65 CL.

C

C

CONSTR.

JOINTS d7

COIL

ROD

g2

g1

g3

TOP OF SLAB

a1

k1

k2

S75‘x‘11

PART SECTION B-B

FIELD

BEND

60

0 T

OP





HOLD SPIRAL.

ELEV. A ELEV.

a

| BEAMS

( REAR ELEVATION )

AB

UT

.

AB

UT

.

AB

UT

.

AB

UT

.


p2

38

0

50

CL.

A

MIN

. E

MB

ED

ME

NT

g4

BA

RS

g4

BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a


TABLE OF

ABUTMENT STEPS

TABLE OF ABUTMENT

ELEVATIONS

b1

BOTT. OF

FTG. ELEV.

( SEE TABLE‘)

PROVIDE

25‘mm

CHAMFER

NOTE:




HM

20

89

.S0

1 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1

-9

5.

RE

VIS

ED

12-04 -

SIZ

E A

ND

DIM

EN

SIO

NS

OF

PA

VIN

G N

OT

CH

CH

AN

GE

D. T

EM

PO

RA

RY

PA

VIN

G N

OT

CH

RE

MO

VE

D.

STANDARD SHEET M2089 "C" OR "D" BEAMS-INTEGRAL ABUT. DETAILS-( R. A. ) 0^01’ - 7^30’ SKEW

d5

p2

d8

g4

g1

4 EQ. SP.

SAME SPACING BETWEEN BEAMS BEAM SPACES @

TY

P.

5 -

g4 E

AC

H F

AC

E

d8

g4

d5

g2 t1

TYP.

g1

g1 g3

TYP.

f1

f1

f2

f2

| PILE

PILE SPACES @

p2

f4

f3

p3

p4

p1

f5

g2

f3 f5

f2 MIN. LAP

f1 MIN. LAP 1370

200

15

25

19

85

460

505415

920

460

460

1130

300300

15

25

460

30

03

00

460 460

46

0

160

480

75

= 405

430 43075

760

160

19

85

4 S

P @

30

5 =

12

20


BEVELED 50 x 200

920

410

360

75

480

75

= 405

415 480

ABUTMENT PILE PLAN

B

B

25

k2

SPACING FOR:

?? - g1 BACK FACE

?? - g2 FRONT FACE

?? - g3 BACK FACE

?? - k1 BACK FACE

?? - k2 BACK FACE

S75 x 11

2 EQ.

SPACES

2 EQ.

SPACES

k1

PART SECTION A-A

þÿ�1�9� �m

�m

�

CO

IL

RO

D

d2 & d3

NOTE:



TO LONGIT. STEEL. GUTTER

LINE

| ABUT.

BRG.

d6 (MIN. LAP

AT | = 630 mm)

d7 (MIN. LAP

AT | = 630 mm)

GUTTER

LINE

FIELD

BEND

| ABUT. BRG.

& | PILES

BACK FACE

OF ABUTMENT

GUTTER

LINE

TYP. p1 DOUBLE

HOOP SPACING

| APPROACH ROADWAY

COUNTY





DESIGN TEAM

50

c3 c14

g4

d8

70

CL.

**

450

PART

SECTION C-C

* NOTE:





ABUTMENT NOTES:








900 BERM


þÿ�

1

. . . .

.

. . . .

. . .

. .

. . . . . . . .

.

. . . . . .

. . .

.

. . .

.

~

~ ~

~

~

~

~

~

~

~

~ . .

.

.

. . .

.

.

.

.

.

.

.

.

.

.

. .

.

SUBGRADE

ELEV.

PAY LIMIT FOR

CLASS 20 EXCAVATION

POROUS BACKFILL SEE

"SUBDRAIN DETAILS"

660





COMPACTED GRANULAR

BACKFILL BETWEEN

WINGS SEE "SUBDRAIN

DETAILS"

SUBDRAIN SEE

"SUBDRAIN DETAILS"

FOR ALIGNMENT

AND SLOPE 500920

60

0

NOTE:




BENCH MARK:

LEVEL

ROADWAY

LEVEL

t1

g1

d8

h2

( WINGS NOT SHOWN )

480

33

0

f3 &‘f5


BEVELED 50 x 200

480

330


50

CL.

A

S75 x 11

TOP OF

SLAB

COIL

ROD

f4 p1

p3

h2

d8

f1 f2

t1

d3

d2

d6

75

CL

.

p2

OF

PIL

E

DE

PT

H

g4

CO

NS

TA

NT

3

30

93

0

920

g2 M

IN

. E

MB

ED

.

g1 M

IN. E

MB

ED

.

62

0

100

38

03

80

380

65

CL.65 CL.

C

C

CONSTR.

JOINTS d7

COIL

ROD

g2

g1

g3

TOP OF SLAB

a1

k1

k2

S75‘x‘11

PART SECTION B-B

FIELD

BEND

60

0 T

OP





HOLD SPIRAL.

ELEV. A ELEV.

a

| BEAMS

( REAR ELEVATION )

AB

UT

.

AB

UT

.

AB

UT

.

AB

UT

.


p2

38

0

50

CL.

A

MIN

. E

MB

ED

ME

NT

g4

BA

RS

g4

BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a


TABLE OF

ABUTMENT STEPS

TABLE OF ABUTMENT

ELEVATIONS

b1

BOTT. OF

FTG. ELEV.

( SEE TABLE‘)

PROVIDE

25‘mm

CHAMFER

HM

2090.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

RE

VIS

ED

12-04 -

SIZ

E A

ND

DIM

EN

SIO

NS

OF

PA

VIN

G N

OT

CH

CH

AN

GE

D. T

EM

PO

RA

RY

PA

VIN

G N

OT

CH

RE

MO

VE

D.

STANDARD SHEET M2090 "C" OR "D" BEAMS-INTEGRAL ABUT. DETAILS-( R. A. ) 7^31’ - 15^ SKEW

d5

g1

g4

d8

p2

4 EQ. SP.

TY

P.

5 -

g4 E

AC

H F

AC

E

g4

d8

g2

d5

t1

TYP.

g2

g1

g1

g3

k2

BEAM SPACES @


p2

f4

f3

| PILE

f1

f2

p3

p4

TYP.

PILE SPACES @

f1

f2

p1

f5

f3 f5

75

75

75

f2 MIN. LAP

f1 MIN. LAP1370

415 505

460

15

25

19

85

200

920

460

460

1130

300300

15

25

460

460

30

03

00

160

460 460

760

920

16

0

1985

4 S

P.

@ 3

05

= 1

22

0


BEVELED 50 x 200

480

= 405

430 430

480

340

75

= 405

480

415 480

ABUTMENT PILE PLAN

B

B

25

SPACING FOR:

?? - g1 BACK FACE

?? - g2 FRONT FACE

?? - g3 BACK FACE

?? - k1 BACK FACE

?? - k2 BACK FACE

S75 x 11

2 EQ.

SPACES

2 EQ.

SPACES

k1

PART SECTION A-A

þÿ�1�9� �m

�m

�

CO

IL

RO

D

NOTE:



TO LONGIT. STEEL.

d7 (MIN. LAP

AT | = 630 mm)

d6 (MIN. LAP

AT | = 630 mm)

GUTTER

LINE

GUTTER

LINE

| ABUT.

BRG.

GUTTER

LINE

| ABUT. BRG.

& | PILES

BACK FACE

OF ABUTMENT

FIELD

BEND

d2 & d3

TYP. p1 DOUBLE

HOOP SPACING

| APPROACH ROADWAY

COUNTY





DESIGN TEAM

50

c3 c14

g4

d8

70

CL.

**

450

PART

SECTION C-C

* NOTE:





ABUTMENT NOTES:








900 BERM


þÿ�

1

. . . .

.

. . . .

. . .

. .

. . . . . . . .

.

. . . . . .

. . .

.

. . .

.

~

~ ~

~

~

~

~

~

~

~

~ . .

.

.

. . .

.

.

.

.

.

.

.

.

.

.

. .

.

SUBGRADE

ELEV.

PAY LIMIT FOR

CLASS 20 EXCAVATION

POROUS BACKFILL SEE

"SUBDRAIN DETAILS"

660





COMPACTED GRANULAR

BACKFILL BETWEEN

WINGS SEE "SUBDRAIN

DETAILS"

SUBDRAIN SEE

"SUBDRAIN DETAILS"

FOR ALIGNMENT

AND SLOPE 500920

60

0

NOTE:




BENCH MARK:

LEVEL

ROADWAY

LEVEL

t1

g1

d8

h2

( WINGS NOT SHOWN )

480

33

0

f3 &‘f5


BEVELED 50 x 200

480

330


50

CL.

A

S75 x 11

TOP OF

SLAB

COIL

ROD

f4 p1

p3

h2

d8

f1 f2

t1

d3

d2

d6

75

CL

.

p2

OF

PIL

E

DE

PT

H

g4

CO

NS

TA

NT

3

30

93

0

920

g2 M

IN

. E

MB

ED

.

g1 M

IN. E

MB

ED

.

62

0

100

38

03

80

380

65

CL.65 CL.

C

C

CONSTR.

JOINTS d7

COIL

ROD

g2

g1

g3

TOP OF SLAB

a1

k1

k2

S75‘x‘11

PART SECTION B-B

FIELD

BEND

60

0 T

OP





HOLD SPIRAL.

ELEV. A ELEV.

a

| BEAMS

( REAR ELEVATION )

AB

UT

.

AB

UT

.

AB

UT

.

AB

UT

.


p2

38

0

50

CL.

A

MIN

. E

MB

ED

ME

NT

g4

BA

RS

g4

BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a


TABLE OF

ABUTMENT STEPS

TABLE OF ABUTMENT

ELEVATIONS

b1

BOTT. OF

FTG. ELEV.

( SEE TABLE‘)

PROVIDE

25‘mm

CHAMFER

HM

2091.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

RE

VIS

ED

12-04 -

SIZ

E A

ND

DIM

EN

SIO

NS

OF

PA

VIN

G N

OT

CH

CH

AN

GE

D. T

EM

PO

RA

RY

PA

VIN

G N

OT

CH

RE

MO

VE

D.

STANDARD SHEET M2091 "C" OR "D" BEAMS-INTEGRAL ABUT. DETAILS-( R. A. ) 15^01’ - 30^ SKEW

d5

d8

g4

p2

g2

TYP.

g1

g1

g3

g4

d8

d5

g2

t1

TY

P.

5 -

g4 E

AC

H F

AC

E

BEAM S

PACES @

SAME S

PACING B

ETWEEN B

EAMS

4 EQ

. SP.

g1

PILE S

PACES @

| PILE

p2

f4

f3

p3

f1

f2

f1

f2

p4 p1

TYP.

f5

f3

f5

75

75

f2 M

IN. L

AP

f1 M

IN. L

AP

1370

460460

160

460

15

25

460

300

300

300 300

1130 920

460460

200

15

25

19

85

460

505415

415 480

480

75

= 405

350

650

430 430

480

= 405


BEVELED 50 x 200

1985

4 S

P.

@ 3

05

= 1

22

0160

760

920

ABUTMENT PILE PLAN

B

B 25

k2

SPACING FOR:

?? - g1 BACK FACE

?? - g2 FRONT FACE

?? - g3 BACK FACE

?? - k1 BACK FACE

?? - k2 BACK FACE

k1

2 EQ.

SPACES

2 EQ.

SPACES

S75 x 11

PART SECTION A-A

d7 (MIN. LAP

AT | = 630 mm)

d6 (MIN. LAP

AT | = 630 mm)

þÿ�1�9� �m

�m

�

CO

IL

RO

D

FIELD

BEND

GUTTER

LINE

GUTTER

LINE

d2 & d3

| ABUT.

BRG.

| ABUT. BRG.

& | PILES

BACK FACE

OF ABUTMENT GUTTER

LINE

TYP. p1 D

OUBLE

HOOP SPACIN

G

NOTE:



TO LONGIT. STEEL.

| APPROACH ROADWAY

COUNTY





DESIGN TEAM

50

c3 c14

g4

d8

70

CL.

**

450

PART

SECTION C-C

* NOTE:





ABUTMENT NOTES:








900 BERM


þÿ�

1

. . . .

.

. . . .

. . .

. .

. . . . . . . .

.

. . . . . .

. . .

.

. . .

.

~

~ ~

~

~

~

~

~

~

~

~ . .

.

.

. . .

.

.

.

.

.

.

.

.

.

.

. .

.

SUBGRADE

ELEV.

PAY LIMIT FOR

CLASS 20 EXCAVATION

POROUS BACKFILL SEE

"SUBDRAIN DETAILS"

660





COMPACTED GRANULAR

BACKFILL BETWEEN

WINGS SEE "SUBDRAIN

DETAILS"

SUBDRAIN SEE

"SUBDRAIN DETAILS"

FOR ALIGNMENT

AND SLOPE 500920

60

0

NOTE:




BENCH MARK:

LEVEL

ROADWAY

LEVEL

t1

g1

d8

h2

( WINGS NOT SHOWN )

480

33

0

f3 &‘f5


BEVELED 50 x 200

480

330


50

CL.

A

S75 x 11

TOP OF

SLAB

COIL

ROD

f4 p1

p3

h2

d8

f1 f2

t1

d3

d2

d6

75

CL

.

p2

OF

PIL

E

DE

PT

H

g4

CO

NS

TA

NT

3

30

93

0

920

g2 M

IN

. E

MB

ED

.

g1 M

IN. E

MB

ED

.

62

0

100

38

03

80

380

65

CL.65 CL.

C

C

CONSTR.

JOINTS d7

COIL

ROD

g2

g1

g3

TOP OF SLAB

a1

k1

k2

S75‘x‘11

PART SECTION B-B

FIELD

BEND

60

0 T

OP





HOLD SPIRAL.

ELEV. A ELEV.

a

| BEAMS

( REAR ELEVATION )

AB

UT

.

AB

UT

.

AB

UT

.

AB

UT

.


p2

38

0

50

CL.

A

MIN

. E

MB

ED

ME

NT

g4

BA

RS

g4

BOTT. FTG. ELEV.

POINT

ELEV. A

STEP

a


TABLE OF

ABUTMENT STEPS

TABLE OF ABUTMENT

ELEVATIONS

b1

BOTT. OF

FTG. ELEV.

( SEE TABLE‘)

PROVIDE

25‘mm

CHAMFER

ABUTMENT NOTES:








50

c3 c14

g4

d8

70

CL.

**

450

PART

SECTION C-C

* NOTE:












HM

43

80

.S0

1 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1

-9

5.

RE

VIS

ED

07

-0

4 -

25

mm

LIP

AD

DE

D T

O H

AL

F S

EC

TIO

N N

EA

R A

BU

TM

EN

T.

SU

PE

RS

TR

UC

TU

RE

NO

TE

S C

HA

NG

ED

. T

AB

LE

OF

"b

2" B

AR

S I

NC

RE

AS

ED

.

9000 mm RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION STANDARD SHEET M4380

e3

e1 d2

b1

d2

d3

15 - b1 BARS

( TOP OF SLAB )

( BOTTOM OF SLAB )

900 PARABOLIC

CROWN

HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER

b1

b2

81

81 71 31 9

3600 TANGENT ON 2.0 % SLOPE

4500

9000 ROADWAY

SLAB AREA DOES NOT INCLUDE

THE NOMINAL 15 mm HAUNCH

340 3406 SP. @ 220 = 1320

NOTE: "b2" BARS TO BE

CENTERED OVER PIERS.

d3 & d4

COIL ROD

TYPICAL b1 SPACING

TYPICAL b1 SPACING

4 BEAM SPACES @ 2000 = 8000

SYMMETRICAL ABOUT

| ROADWAY

LEVEL

t1

g2

d5

AT

LO

W S

TE

P

265

10

70

1005

23

0

25 x 200 x 200

INDENTATION

SPACED @ 600

200 250

340

480

50 430 500

100 200

200

SHEET.

STANDARD BARRIER RAIL

RAIL REINFORCING SEE

FOR DETAILS OF RAIL AND

50 150 125 b1 BARS

50

d1

e4

e2

500

340

2002505 SP. @ 220 = 1100

6 SP. @ 220 = 1320

TOP OF SLAB

b2 SPACING

65

CL

.

25

CL

.

CONSTRUCTION

JOINT

"j1" BARS @ 210 mm |’S

( CENTERED BETWEEN "a"

BARS IN TOP OF SLAB )

"a" BARS @ 210 mm |’S

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�COIL ROD

( BENT )

þÿ�1�9� �m�m�

þÿ�S�L�A�B� �A�R�E�A�

25

S75 x 11

REDRAW FOR A & B

BEAMS TO ALIGN

FOOTING & BACKWALL

FACES. DIMENSION

1005 BECOMES 980.

NOTE : FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET

COUNTY





DESIGN TEAM

REQUIRED FOR THE USE OF SPLICES.

TRANSVERSE SLAB REINFORCING MAY BE SPLICED WITH ONE LAP

LOCATED AS FOLLOWS:

PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,

AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF BAR

TOP BARS - LAP MIDWAY BETWEEN BEAMS (MIN. LAP = 580 mm ).

BOTTOM BARS - LAP OVER BEAMS (MIN. LAP = 580 mm ).

SUPERSTRUCTURE NOTES:

WELDED ON OPPOSITE

SIDES OF DRAIN TO

SERVE AS ANCHOR.

DRAIN DETAILS

CONCRETE AT DRAIN

66

90 6

25

40

MIN

.

( ABUTMENT BEAM SEAT )

BEAM BOTTOM

FLANGE WIDTH

LENGTH OF

430

510

560

390

470

520

75

HOLES IN EACH OUTSTANDING LEG

FOR NAILING TO FORMS.

19

0

25 mm DEPRESSION IN SLAB

TYPICAL SLAB AND

HAUNCH DETAIL

*

TOP OF SLAB

250

STRAIGHT LINE

BETWEEN HAUNCHES

MIN

.

MA

X.

LEVEL

STRAIGHT LINEGROOVE

EXTERIOR BEAMS

*

STRAIGHT LINE BETWEEN HAUNCHES

TOP OF SLAB

INTERIOR BEAMS

* FOR SLAB THICKNESS OVER BEAMS SEE

" SLAB THICKNESS DETAILS " ON DES. SH.

75

230

480

23

0

200

200

200

BEAM SIZE A B C D

DATA FOR ONE DRAIN

MASS ( kg )

LENGTH

32.1 37.2 41.4 47.9

1110 1290 1440 1670

20 mm

DRIP

R=300 m

m

25 x 3 x 255 {

L32 x 32 x 3.2 x 100 WELDED TO

þÿ�B�O�T�H� �S�I�D�E�S� �O�F� �D�R�

NO LAPS WILL BE ALLOWED IN THE EXTERIOR BAYS.

NO LAPS WILL BE ALLOWED OVER THE EXTERIOR BEAMS.

SURFACE.

THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED

MONOLITHICALLY WITH THE FLOOR SLAB.

CENTERS LONGITUDINALLY AND TRANSVERSELY, OR BY CONTINUOUS ROWS

COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS

TO BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE".

BY THE PRESTRESSED CONCRETE BEAMS.

TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND

BID FOR "PRETENSIONED PRESTRESSED CONCRETE BEAMS".

THE FLOOR SLAB AS SHOWN INCLUDES 13 mm INTEGRAL WEARING

BAR SHALL BE 50 mm UNLESS OTHERWISE NOTED OR SHOWN.

65 mm CLEAR BELOW TOP OF SLAB. BOTTOM TRANSVERSE REINFORCING

1200 mm APART.

LENGTH OF S75 x 11

S75 x 11

TABLE OF

LONGEST

ADJACENT SPAN

BAR

SIZE

"b2" BAR SIZE

9500

11 000

12 500

14 000

15 500

17 000

18 500

20 000

21 500

23 000

24 500

26 000

27 500

29 000

30 500

32 000

33 500

15

15

15

15

15

15

15

15

15

15

20

20

20

20

25

25

25

35 000 30

OF EPOXY COATED METAL BAR HIGH CHAIRS OR SLAB BOLSTERS SPACED

COST OF BEARING MATERIAL IS TO BE INCLUDED IN THE PRICE

ALL BEAMS ARE TO BE SET VERTICAL.

FORMS FOR THE SLAB AND BARRIER RAIL ARE TO BE SUPPORTED

CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING

STEEL IS TO BE PARALLEL TO AND 25 mm CLEAR ABOVE BOTTOM OF SLAB.

TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL

EPOXY COATED METAL BAR CHAIRS SPACED AT NOT MORE THAN 900 mm

NOTE :

DRAINS ARE TO BE GALVANIZED. ?? DRAINS REQUIRED. SEE

" SITUATION PLAN " ON DESIGN SHEET ??? FOR LOCATION.

MASS OF DRAINS IS INCLUDED IN THE QUANTITY FOR "STRUCTURAL

STEEL" . MASS IS BASED ON ROLLED TUBE.

6‘mm STEEL PLATE ( WELDED‘) OR

203 x 102 x 6.4 ROLLED TUBE.

e3

e1

b1

b2 SPACING

TOP OF SLAB

d2

d3

t1

g2

d5

25 x 200 x 200

INDENTATION

265

50( TOP OF SLAB )

( BOTTOM OF SLAB )

LEVEL 900 PARABOLIC

CROWN

HALF SECTION NEAR ABUTMENT

CONSTRUCTION

JOINT

b2

87

87

77 34

9

480

430 500


4800

9600 ROADWAY



305 3057 SP. @ 220 = 1540



d3 & d4

d2

4 BEAM SPACES @ 2150 = 8600

b1

200

TYPICAL b1 SPACING

TYPICAL b1 SPACING

200 200215 215

305 3057 SP. @ 220 = 1540

6 SP. @ 220 = 1320

100 200

17 - b1 BARS

SPACED @ 600

230

SYMMETRICAL ABOUT

| ROADWAYSHEET.




50 125150 b1 BARS

d1

50

e4

e2

500

HALF SECTION NEAR PIER

65

CL

.

25

CL

.

"j1" BARS @ 190 mm |’S



"a" BARS @ 190 mm |’S

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�COIL ROD

( BENT )

þÿ�1�9� �m�m�


AT

LO

W S

TE

P

10

70

1005

25

REDRAW FOR A & B

BEAMS TO ALIGN

FACES. DIMENSION

1005 BECOMES 980.S75 x 11


HM

4381.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

RE

VIS

ED

07

-0

4 -

25

mm

LIP

AD

DE

D T

O H

AL

F S

EC

TIO

N N

EA

R A

BU

TM

EN

T.

SU

PE

RS

TR

UC

TU

RE

NO

TE

S C

HA

NG

ED

. T

AB

LE

OF

"b

2" B

AR

S I

NC

RE

AS

ED

.

STANDARD SHEET M4381 9600 mm RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION COUNTY





DESIGN TEAM



LOCATED AS FOLLOWS:






WELDED ON OPPOSITE

SIDES OF DRAIN TO

SERVE AS ANCHOR.

DRAIN DETAILS

CONCRETE AT DRAIN

66

90 6

25

40

MIN

.


BEAM BOTTOM

FLANGE WIDTH

LENGTH OF

430

510

560

390

470

520

75



19

0


TYPICAL SLAB AND

HAUNCH DETAIL

*

TOP OF SLAB

250

STRAIGHT LINE

BETWEEN HAUNCHES

MIN

.

MA

X.

LEVEL

STRAIGHT LINEGROOVE

EXTERIOR BEAMS

*


TOP OF SLAB

INTERIOR BEAMS



75

230

480

23

0

200

200

200

BEAM SIZE A B C D

DATA FOR ONE DRAIN

MASS ( kg )

LENGTH

32.1 37.2 41.4 47.9

1110 1290 1440 1670

20 mm

DRIP

R=300 m

m

25 x 3 x 255 {





SURFACE.












1200 mm APART.

LENGTH OF S75 x 11

S75 x 11

TABLE OF

LONGEST

ADJACENT SPAN

BAR

SIZE

"b2" BAR SIZE

9500

11 000

12 500

14 000

15 500

17 000

18 500

20 000

21 500

23 000

24 500

26 000

27 500

29 000

30 500

32 000

33 500

15

15

15

15

15

15

15

15

15

15

20

20

20

20

25

25

25

35 000 30









NOTE :







HM

4382.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

RE

VIS

ED

07

-0

4 -

25

mm

LIP

AD

DE

D T

O H

AL

F S

EC

TIO

N N

EA

R A

BU

TM

EN

T.

SU

PE

RS

TR

UC

TU

RE

NO

TE

S C

HA

NG

ED

. T

AB

LE

OF

"b

2" B

AR

S I

NC

RE

AS

ED

.

STANDARD SHEET M4382 10 800 mm RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION

e3

e1 d2

b1

b2 SPACING

TOP OF SLAB

d2

d3

( TOP OF SLAB )

( BOTTOM OF SLAB )

900 PARABOLIC

CROWN

t1

g2

d5

25 x 200 x 200

INDENTATION

265

LEVEL

15 - b1 BARS

10 800 ROADWAY

b1

CL

.

6 SP. @ 220 = 1320

99

99 89 50 1

1

9

b2

5 BEAM SPACES @ 1960 = 9800

23

0

100 200

200

65

25



TYPICAL b1 SPACING

TYPICAL b1 SPACING

7 SP. @ 220 = 1540

6 SP. @ 220 = 1320

210 210

320 320

50 430 500

480


5400

320 320



d3 & d4

SPACED @ 600

HALF SECTION NEAR ABUTMENT

CONSTRUCTION

JOINT


SHEET.




50 150 125 b1 BARS

50

d1

e4

e2

500

SYMMETRICAL ABOUT

| ROADWAY

CL

.

COIL ROD

( BENT )

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

"j1" BARS @ 210 mm |’S



"a" BARS @

210 mm |’S


AT

LO

W S

TE

P

10

70

1005

25

S75 x 11


COUNTY





DESIGN TEAM



LOCATED AS FOLLOWS:






WELDED ON OPPOSITE

SIDES OF DRAIN TO

SERVE AS ANCHOR.

DRAIN DETAILS

CONCRETE AT DRAIN

66

90 6

25

40

MIN

.


BEAM BOTTOM

FLANGE WIDTH

LENGTH OF

430

510

560

390

470

520

75



19

0


TYPICAL SLAB AND

HAUNCH DETAIL

*

TOP OF SLAB

250

STRAIGHT LINE

BETWEEN HAUNCHES

MIN

.

MA

X.

LEVEL

STRAIGHT LINEGROOVE

EXTERIOR BEAMS

*


TOP OF SLAB

INTERIOR BEAMS



75

230

480

23

0

200

200

200

BEAM SIZE A B C D

DATA FOR ONE DRAIN

MASS ( kg )

LENGTH

32.1 37.2 41.4 47.9

1110 1290 1440 1670

20 mm

DRIP

R=300 m

m

25 x 3 x 255 {





SURFACE.












1200 mm APART.

LENGTH OF S75 x 11

S75 x 11

TABLE OF

LONGEST

ADJACENT SPAN

BAR

SIZE

"b2" BAR SIZE

9500

11 000

12 500

14 000

15 500

17 000

18 500

20 000

21 500

23 000

24 500

26 000

27 500

29 000

30 500

32 000

33 500

15

15

15

15

15

15

15

15

15

15

20

20

20

20

25

25

25

35 000 30









NOTE :







HM

4383.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

RE

VIS

ED

07

-0

4 -

25

mm

LIP

AD

DE

D T

O H

AL

F S

EC

TIO

N N

EA

R A

BU

TM

EN

T.

SU

PE

RS

TR

UC

TU

RE

NO

TE

S C

HA

NG

ED

. T

AB

LE

OF

"b

2" B

AR

S I

NC

RE

AS

ED

.

STANDARD SHEET M4383 12 000 mm RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION

900 PARABOLIC

CROWN

( TOP OF SLAB )

LEVEL


t1

g2

d5

265

b2 SPACING

TOP OF SLAB

b1

17 - b1 BARS

CL

.

12 000 ROADWAY

d2

d3

b1

b2

23

0

25 x 200 x 200

INDENTATION

SPACED @ 600

200 240 240 200

330330 7 SP. @ 220 = 1540

480

TYPICAL b1 SPACING

TYPICAL b1 SPACING

330 3307 SP. @ 220 = 1540

65

5 BEAM SPACES @ 2200 = 11 000



50 430 500

100 200

200

500

6 SP. @ 220 = 1320

CONSTRUCTION

JOINT

LEVEL

| BRIDGE

ROADWAY

69 25

3

99

99

89459

12

3

12

3

11

3


6600




5400 480

504305001700 500

600

50 150 125 b1 BARS

50

e2

d1

e4

SHEET.




d3 & d4

d2

25

CL

.

e3

e1

| APPROACH

ROADWAY

9

900 PARABOLIC

CROWN

( BOTTOM OF SLAB )

COIL ROD

( BENT )

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

"j1" BARS @ 190 mm |’S


BARS IN TOP OF SLAB )"a" BARS @ 190 mm |’S


AT

LO

W S

TE

P

10

70

1005

25

S75 x 11


COUNTY





DESIGN TEAM



LOCATED AS FOLLOWS:






WELDED ON OPPOSITE

SIDES OF DRAIN TO

SERVE AS ANCHOR.

DRAIN DETAILS

CONCRETE AT DRAIN

66

90 6

25

40

MIN

.


BEAM BOTTOM

FLANGE WIDTH

LENGTH OF

430

510

560

390

470

520

75



19

0


TYPICAL SLAB AND

HAUNCH DETAIL

*

TOP OF SLAB

250

STRAIGHT LINE

BETWEEN HAUNCHES

MIN

.

MA

X.

LEVEL

STRAIGHT LINEGROOVE

EXTERIOR BEAMS

*


TOP OF SLAB

INTERIOR BEAMS



75

230

480

23

0

200

200

200

BEAM SIZE A B C D

DATA FOR ONE DRAIN

MASS ( kg )

LENGTH

32.1 37.2 41.4 47.9

1110 1290 1440 1670

20 mm

DRIP

R=300 m

m

25 x 3 x 255 {





SURFACE.












1200 mm APART.

LENGTH OF S75 x 11

S75 x 11

TABLE OF

LONGEST

ADJACENT SPAN

BAR

SIZE

"b2" BAR SIZE

9500

11 000

12 500

14 000

15 500

17 000

18 500

20 000

21 500

23 000

24 500

26 000

27 500

29 000

30 500

32 000

33 500

15

15

15

15

15

15

15

15

15

15

20

20

20

20

25

25

25

35 000 30









NOTE :







b2 SPACING

TOP OF SLAB

( BOTTOM OF SLAB )

LEVEL 900 PARABOLIC

CROWN

13 200 ROADWAY

50

50

d1

e2

e4

t1

g2

d5

265

b1

65

CL

.

d2 d2

d3 e3

e1

b2

72

32 9

200200100

25‘x‘200‘x‘200

INDENTATION

SPACED @ 600

230

480

123

12

3

11

3


6600

6 SP. @ 220 = 1320355 355

b1

25

CL

.

500

d3 & d4

6 BEAM SPACES AT 2030 = 12 180

b1 BARS125150



355 3556 SP. @ 220 = 1320



CONSTRUCTION

JOINT

TYPICAL b1 SPACING

SYMMETRICAL ABOUT

| ROADWAY

200 265 5 SP. @ 220 = 1100 265 200

( TOP OF SLAB )

TYPICAL b1 SPACING50 430 510

COIL ROD

þÿ�1�9� �m�m�

"j1" BARS @ 210 mm |’S


BARS IN TOP OF SLAB ) "a" BARS @ 210 mm |’S

COIL ROD

( BENT )

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

15 - b1 BARS


AT

LO

W S

TE

P

10

70

1015

25

S75 x 11

HALF SECTION NEAR ABUTMENTNOTE : FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET





SHEET

HM

4384.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

RE

VIS

ED

07

-0

4 -

25

mm

LIP

AD

DE

D T

O H

AL

F S

EC

TIO

N N

EA

R A

BU

TM

EN

T.

SU

PE

RS

TR

UC

TU

RE

NO

TE

S C

HA

NG

ED

. T

AB

LE

OF

"b

2" B

AR

S I

NC

RE

AS

ED

.

13 200 mm RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION STANDARD SHEET M4384 COUNTY





DESIGN TEAM



LOCATED AS FOLLOWS:






WELDED ON OPPOSITE

SIDES OF DRAIN TO

SERVE AS ANCHOR.

DRAIN DETAILS

CONCRETE AT DRAIN

66

90 6

25

40

MIN

.


BEAM BOTTOM

FLANGE WIDTH

LENGTH OF

430

510

560

390

470

520

75



19

0


TYPICAL SLAB AND

HAUNCH DETAIL

*

TOP OF SLAB

250

STRAIGHT LINE

BETWEEN HAUNCHES

MIN

.

MA

X.

LEVEL

STRAIGHT LINEGROOVE

EXTERIOR BEAMS

*


TOP OF SLAB

INTERIOR BEAMS



75

230

480

23

0

200

200

200

BEAM SIZE A B C D

DATA FOR ONE DRAIN

MASS ( kg )

LENGTH

32.1 37.2 41.4 47.9

1110 1290 1440 1670

20 mm

DRIP

R=300 m

m

25 x 3 x 255 {





SURFACE.












1200 mm APART.

LENGTH OF S75 x 11

S75 x 11

TABLE OF

LONGEST

ADJACENT SPAN

BAR

SIZE

"b2" BAR SIZE

9500

11 000

12 500

14 000

15 500

17 000

18 500

20 000

21 500

23 000

24 500

26 000

27 500

29 000

30 500

32 000

33 500

15

15

15

15

15

15

15

15

15

15

20

20

20

20

25

25

25

35 000 30









NOTE :







HM

4385.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

RE

VIS

ED

07

-0

4 -

25

mm

LIP

AD

DE

D T

O H

AL

F S

EC

TIO

N N

EA

R A

BU

TM

EN

T.

SU

PE

RS

TR

UC

TU

RE

NO

TE

S C

HA

NG

ED

. T

AB

LE

OF

"b

2" B

AR

S I

NC

RE

AS

ED

.

12 000 mm RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION ( SYMM. CROWN ) STANDARD SHEET M4385

900 PARABOLIC

CROWN

( TOP OF SLAB )

( BOTTOM OF SLAB )

LEVEL


t1

g2

d5

265

b2 SPACING

TOP OF SLAB

b1

17 - b1 BARS

d2

CL

.

CL

.

12 000 ROADWAY

d2

d3

b1

e1

b2

9

13

57

23

0

25 x 200 x 200

INDENTATION

SPACED @ 600

200 240 240 200

330330 7 SP. @ 220 = 1540

480

111

111

101

6000


TYPICAL b1 SPACING

TYPICAL b1 SPACING



330 3307 SP. @ 220 = 1540

65

25

d3 & d4

5 BEAM SPACES @ 2200 = 11 000



50 430 500

100 200

200

50 125 b1 BARS

50

SHEET.




150

e4

d1

e2

500

e3

6 SP. @ 220 = 1320

CONSTRUCTION

JOINT

SYMMETRICAL ABOUT

| ROADWAY


"j1" BARS @ 190 mm |’S


BARS IN TOP OF SLAB )"a" BARS @ 190 mm |’S

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

( BENT )

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�


AT

LO

W S

TE

P

10

70

1005

25

S75 x 11

COUNTY





DESIGN TEAM



LOCATED AS FOLLOWS:






WELDED ON OPPOSITE

SIDES OF DRAIN TO

SERVE AS ANCHOR.

DRAIN DETAILS

CONCRETE AT DRAIN

66

90 6

25

40

MIN

.


BEAM BOTTOM

FLANGE WIDTH

LENGTH OF

430

510

560

390

470

520

75



19

0


TYPICAL SLAB AND

HAUNCH DETAIL

*

TOP OF SLAB

250

STRAIGHT LINE

BETWEEN HAUNCHES

MIN

.

MA

X.

LEVEL

STRAIGHT LINEGROOVE

EXTERIOR BEAMS

*


TOP OF SLAB

INTERIOR BEAMS



75

230

480

23

0

200

200

200

BEAM SIZE A B C D

DATA FOR ONE DRAIN

MASS ( kg )

LENGTH

32.1 37.2 41.4 47.9

1110 1290 1440 1670

20 mm

DRIP

R=300 m

m

25 x 3 x 255 {





SURFACE.












1200 mm APART.

LENGTH OF S75 x 11

S75 x 11

TABLE OF

LONGEST

ADJACENT SPAN

BAR

SIZE

"b2" BAR SIZE

9500

11 000

12 500

14 000

15 500

17 000

18 500

20 000

21 500

23 000

24 500

26 000

27 500

29 000

30 500

32 000

33 500

15

15

15

15

15

15

15

15

15

15

20

20

20

20

25

25

25

35 000 30









NOTE :







| BEAM

BEARING | BEAM

| PIER

B

B


BEVELED 50 x 200

70

0 250

250

525 430

NEOPRENE BEARING

PAD ( 230 x 25 x ??)

| BEAMS

380

| ABUT. BRG.

RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

| PIER

e2 e4

d3

e1

e3

d4

3 E

Q.

SP

. : 4

-e1

& 4

-e3

)

AT PIER

(BENT

480

480 35

5125

460 460

230

15

0

50

0350

350

650

325 325

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

HM

4500.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M4500"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - 0^ SKEW

PVC PIPE

PVC PIPE

RE

VIS

ED

07-05 -

PA

VIN

G N

OT

CH

EX

TE

ND

ED

TO

IN

TE

RC

EP

T T

HE

WIN

GS

. 7

5‘m

m P

VC

PIP

E A

DD

ED

TO

WIN

GS

AN

D N

OT

E.

COUNTY





DESIGN TEAM

g2

g1

t1

d5

h2

A

A

C

PART END VIEW AT ABUTMENT

d6

g1

TOP OF SLAB

d2

d3

t1

| ABUTMENT BEARING

PART LONGITUDINAL SECTION NEAR GUTTER

g2

FACE TO FACE OF BARRIER RAIL END SECTIONS

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

a1

a1

d2 e1

d4 d3

e3

| BEARINGS | PIER

b1

D

100 MIN. CL.

150 MAX. CL.

BEAM CAMBER DATA

SLAB THICKNESS AT BEAMS (T)

TOP OF SLAB

SL

AB

(KE

EP

)

T T’

SLAB THICKNESS DETAILS

215

20

0

PART SECTION C-C

h1

h2

s1

480

355

75 75

2100

6 SP. @ 325 = 1950 ; 14 - s1

420

(TYP. FOR e1 & e4)

b1

b2

250 250

500

1930

1020

91

0

PARALLEL TO THE

THEORETICAL | GRADE

ELEV. A

SECTION A-A

j1

h2

"C

"

75

6 E

Q. S

P. : 1

4 -

h2 B

AR

S1

00

LOCATION ELEV. A ELEV. BDIM "C"

25 x 200 x 200

INDENTATION

SPACED @ 600

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

TABLE OF WING

ELEVATIONS

15 M

AX

ELEV. B

2100 BARRIER RAIL END SECTION

MIN

. LAP

FIELD BEND

h1

s1

C

D

ELEV. B

~

~ c5-13 F.F.

~

c1 B.F. & F.F.

c2

710

17

90

16

50

15

10

13

70

12

30

10

90

95

0

NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM

CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET

BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA

DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN

SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.

3 mm RADIUS

DETAIL "C"

(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)

k2

k1

d7

S75‘x‘11

g3


BEVELED 50 x 200

þÿ�1�9� �m�m�

COIL ROD

NO

MIN

AL

SL

AB

TH

ICK

NE

SS

AT

BE

AM

S I

NC

LU

DE

S

20

0‘m

m S

LA

B +

15‘m

m H

AU

NC

H

SEE DETAIL "C"

PART PLAN

TOP OF PIER DETAILS

6

| PIER

25 MIN.

TYP.

SECTION B-B

50

MIN

.

SECTION D-D

~

~

70 CL.

450

~

CONSTRUCTION JOINT

ROUGHENED CONCRETE

~

"c"

"c"

"t"

"h" BARS

"d"

~ NOTE:

SEE END SECTION DETAILS IN THESE PLANS FOR

DETAILS OF BARRIER RAIL END SECTION AND SPACING

FOR "c" BARRIER RAIL BARS. REINFORCING BARS

"c", "d" AND "t1" ARE INCLUDED IN THE

SUPERSTRUCTURE QUANTITIES.

25 mm THICK STRIPS OF PREFORMED EXPANSION

JOINT FILLER AROUND BEARINGS, FACE OF

STEPS, SIDES AND ENDS OF KEYWAYS

"s" BAR 6‘mm PREFORMED

EXPANSION

JOINT FILLER.

NOTE:

þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�

PRIOR TO BACKFILLING BEHIND ABUTMENTS.

þÿ�7�5�‘�m�m�‰�

þÿ�7�5�‘�m�m�‰�

þÿ�7�5�‘�m�m�‰� 150 T

YP

. 150 TYP.

HM

4501.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M4501 "A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.) 0^01’-7^30’ SKEW

| BEAM

BEARING | BEAM

| PIER

B

B


BEVELED 50 x 200

750

250

250

525 430

NEOPRENE BEARING

PAD ( 230 x 25 x ??)

| BEAMS

| ABUT. BRG.

RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

| PIER

e2 e4

d3

e1

e3

d4

)

AT PIER

380

3 E

Q. S

P.;

4-

e1

(BENT 48

0 35

5125

480

460 460

230

15

0

50

0

350 350

400

& 4- e3

700

400

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

PVC PIPE

PVC PIPE

RE

VIS

ED

07-05 -

PA

VIN

G N

OT

CH

EX

TE

ND

ED

TO

IN

TE

RC

EP

T T

HE

WIN

GS

. 7

5‘m

m P

VC

PIP

E A

DD

ED

TO

WIN

GS

AN

D N

OT

E.

COUNTY





DESIGN TEAM

g2

g1

t1

d5

h2

A

A

C


d6

g1

TOP OF SLAB

d2

d3

t1

| ABUTMENT BEARING


g2



a1

a1

d2 e1

d4 d3

e3

| BEARINGS | PIER

b1

D

100 MIN. CL.

150 MAX. CL.

BEAM CAMBER DATA


TOP OF SLAB

SL

AB

(KE

EP

)

T T’


215

20

0

PART SECTION C-C

h1

h2

s1

480

355

75 75

2100

6 SP. @ 325 = 1950 ; 14 - s1

420

(TYP. FOR e1 & e4)

b1

b2

250 250

500

1930

1020

91

0

PARALLEL TO THE

THEORETICAL | GRADE

ELEV. A

SECTION A-A

j1

h2

"C

"

75

6 E

Q. S

P. : 1

4 -

h2 B

AR

S1

00


25 x 200 x 200

INDENTATION

SPACED @ 600

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

TABLE OF WING

ELEVATIONS

15 M

AX

ELEV. B


MIN

. LAP

FIELD BEND

h1

s1

C

D

ELEV. B

~

~ c5-13 F.F.

~

c1 B.F. & F.F.

c2

710

17

90

16

50

15

10

13

70

12

30

10

90

95

0






3 mm RADIUS

DETAIL "C"


k2

k1

d7

S75‘x‘11

g3


BEVELED 50 x 200

þÿ�1�9� �m�m�

COIL ROD

NO

MIN

AL

SL

AB

TH

ICK

NE

SS

AT

BE

AM

S I

NC

LU

DE

S

20

0‘m

m S

LA

B +

15‘m

m H

AU

NC

H

SEE DETAIL "C"

PART PLAN

TOP OF PIER DETAILS

6

| PIER

25 MIN.

TYP.

SECTION B-B

50

MIN

.

SECTION D-D

~

~

70 CL.

450

~

CONSTRUCTION JOINT

ROUGHENED CONCRETE

~

"c"

"c"

"t"

"h" BARS

"d"

~ NOTE:










EXPANSION

JOINT FILLER.

NOTE:

þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�


þÿ�7�5�‘�m�m�‰�

þÿ�7�5�‘�m�m�‰�

þÿ�7�5�‘�m�m�‰� 150 T

YP

. 150 TYP.

HM

45

02

.S0

1 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1

-9

5.

STANDARD SHEET M4502"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.)7^31’-15^ SKEW

| BEAM

BEARING

| BEAM

| PIER

B

B


BEVELED 50 x 200

800

250

250

525430

NEOPRENE BEARING

PAD ( 230 x 25 x ??)

| BEAMS

| ABUT. BRG.

RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

| PIER

e2 e4

d3

e1

e3

d4

)

AT PIER

380 & 4 - e3

(BENT

480

480 35

5125

460460

230

15

0

50

0

450

450

3 E

Q. S

P. ; 4

- e

1

750

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

PVC PIPE

PVC PIPE

RE

VIS

ED

07-05 -

PA

VIN

G N

OT

CH

EX

TE

ND

ED

TO

IN

TE

RC

EP

T T

HE

WIN

GS

. 7

5‘m

m P

VC

PIP

E A

DD

ED

TO

WIN

GS

AN

D N

OT

E.

COUNTY





DESIGN TEAM

g2

g1

t1

d5

h2

A

A

C


d6

g1

TOP OF SLAB

d2

d3

t1

| ABUTMENT BEARING


g2



a1

a1

d2 e1

d4 d3

e3

| BEARINGS | PIER

b1

D

100 MIN. CL.

150 MAX. CL.

BEAM CAMBER DATA


TOP OF SLAB

SL

AB

(KE

EP

)

T T’


215

20

0

PART SECTION C-C

h1

h2

s1

480

355

75 75

2100

6 SP. @ 325 = 1950 ; 14 - s1

420

(TYP. FOR e1 & e4)

b1

b2

250 250

500

1930

1020

91

0

PARALLEL TO THE

THEORETICAL | GRADE

ELEV. A

SECTION A-A

j1

h2

"C

"

75

6 E

Q. S

P. : 1

4 -

h2 B

AR

S1

00


25 x 200 x 200

INDENTATION

SPACED @ 600

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

TABLE OF WING

ELEVATIONS

15 M

AX

ELEV. B


MIN

. LAP

FIELD BEND

h1

s1

C

D

ELEV. B

~

~ c5-13 F.F.

~

c1 B.F. & F.F.

c2

710

17

90

16

50

15

10

13

70

12

30

10

90

95

0






3 mm RADIUS

DETAIL "C"


k2

k1

d7

S75‘x‘11

g3


BEVELED 50 x 200

þÿ�1�9� �m�m�

COIL ROD

NO

MIN

AL

SL

AB

TH

ICK

NE

SS

AT

BE

AM

S I

NC

LU

DE

S

20

0‘m

m S

LA

B +

15‘m

m H

AU

NC

H

SEE DETAIL "C"

PART PLAN

TOP OF PIER DETAILS

6

| PIER

25 MIN.

TYP.

SECTION B-B

50

MIN

.

SECTION D-D

~

~

70 CL.

450

~

CONSTRUCTION JOINT

ROUGHENED CONCRETE

~

"c"

"c"

"t"

"h" BARS

"d"

~ NOTE:










EXPANSION

JOINT FILLER.

NOTE:

þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�


þÿ�7�5�‘�m�m�‰�

þÿ�7�5�‘�m�m�‰�

þÿ�7�5�‘�m�m�‰� 150 T

YP

. 150 TYP.

HM

4503.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M4503"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.) 15^01’-30^ SKEW

| BEAM

BEARING | BEAM

| PIER

B

B

250

250


BEVELED 50 x 200

525

430

950

NEOPRENE BEARING

PAD ( 230 x 25 x ??)

| BEAMS

380

| ABUT. BRG.

RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

| PIER

e2 e4

d3

e1

e3

d4

)

AT PIER

(BENT

3 E

Q. S

P.; 4

- e

1

480 35

5125

480

460

460

500

15

0

230

650

& 4

- e

3

650

900

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

PVC PIPE

PVC PIPE

RE

VIS

ED

07-05 -

PA

VIN

G N

OT

CH

EX

TE

ND

ED

TO

IN

TE

RC

EP

T T

HE

WIN

GS

. 7

5‘m

m P

VC

PIP

E A

DD

ED

TO

WIN

GS

AN

D N

OT

E.

COUNTY





DESIGN TEAM

g2

g1

t1

d5

h2

A

A

C


d6

g1

TOP OF SLAB

d2

d3

t1

| ABUTMENT BEARING


g2



a1

a1

d2 e1

d4 d3

e3

| BEARINGS | PIER

b1

D

100 MIN. CL.

150 MAX. CL.

BEAM CAMBER DATA


TOP OF SLAB

SL

AB

(KE

EP

)

T T’


215

20

0

PART SECTION C-C

h1

h2

s1

480

355

75 75

2100

6 SP. @ 325 = 1950 ; 14 - s1

420

(TYP. FOR e1 & e4)

b1

b2

250 250

500

1930

1020

91

0

PARALLEL TO THE

THEORETICAL | GRADE

ELEV. A

SECTION A-A

j1

h2

"C

"

75

6 E

Q. S

P. : 1

4 -

h2 B

AR

S1

00


25 x 200 x 200

INDENTATION

SPACED @ 600

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

TABLE OF WING

ELEVATIONS

15 M

AX

ELEV. B


MIN

. LAP

FIELD BEND

h1

s1

C

D

ELEV. B

~

~ c5-13 F.F.

~

c1 B.F. & F.F.

c2

710

17

90

16

50

15

10

13

70

12

30

10

90

95

0






3 mm RADIUS

DETAIL "C"


k2

k1

d7

S75‘x‘11

g3


BEVELED 50 x 200

þÿ�1�9� �m�m�

COIL ROD

NO

MIN

AL

SL

AB

TH

ICK

NE

SS

AT

BE

AM

S I

NC

LU

DE

S

20

0‘m

m S

LA

B +

15‘m

m H

AU

NC

H

SEE DETAIL "C"

PART PLAN

TOP OF PIER DETAILS

6

| PIER

25 MIN.

TYP.

SECTION B-B

50

MIN

.

SECTION D-D

~

~

70 CL.

450

~

CONSTRUCTION JOINT

ROUGHENED CONCRETE

~

"c"

"c"

"t"

"h" BARS

"d"

~ NOTE:










EXPANSION

JOINT FILLER.

NOTE:

þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�


þÿ�7�5�‘�m�m�‰�

þÿ�7�5�‘�m�m�‰�

þÿ�7�5�‘�m�m�‰� 150 T

YP

. 150 TYP.

HM

45

04

.S0

1 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1

-9

5.

STANDARD SHEET M4504"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 0^01’-7^30’ SKEW

| BEAM

BEARING | BEAM

| PIER

B

B

525 430

250

250

750


BEVELED 50 x 200

NEOPRENE BEARING

PAD ( 230 x 25 x ??)

| BEAMS

| ABUT. BRG.

RO

AD

WA

Y

GUTTER LINE

PART PLAN

380

PART SECTION

| PIER

e4

d3

e1

e3

d4

)

AT PIER

3 E

Q. S

P.; 4- e1

(BENT

480 355

125

480

460 460

e2

350 350

& 4- e3

400

400

700

2301

50

500

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

PVC PIPE

PVC PIPE

RE

VIS

ED

07-05 -

PA

VIN

G N

OT

CH

EX

TE

ND

ED

TO

IN

TE

RC

EP

T T

HE

WIN

GS

. 7

5‘m

m P

VC

PIP

E A

DD

ED

TO

WIN

GS

AN

D N

OT

E.

COUNTY





DESIGN TEAM

g2

g1

t1

d5

h2

A

A

C


d6

g1

TOP OF SLAB

d2

d3

t1

| ABUTMENT BEARING


g2



a1

a1

d2 e1

d4 d3

e3

| BEARINGS | PIER

b1

D

100 MIN. CL.

150 MAX. CL.

BEAM CAMBER DATA


TOP OF SLAB

SL

AB

(KE

EP

)

T T’


215

20

0

PART SECTION C-C

h1

h2

s1

480

355

75 75

2100

6 SP. @ 325 = 1950 ; 14 - s1

420

(TYP. FOR e1 & e4)

b1

b2

250 250

500

1930

1020

91

0

PARALLEL TO THE

THEORETICAL | GRADE

ELEV. A

SECTION A-A

j1

h2

"C

"

75

6 E

Q. S

P. : 1

4 -

h2 B

AR

S1

00


25 x 200 x 200

INDENTATION

SPACED @ 600

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

TABLE OF WING

ELEVATIONS

15 M

AX

ELEV. B


MIN

. LAP

FIELD BEND

h1

s1

C

D

ELEV. B

~

~ c5-13 F.F.

~

c1 B.F. & F.F.

c2

710

17

90

16

50

15

10

13

70

12

30

10

90

95

0






3 mm RADIUS

DETAIL "C"


k2

k1

d7

S75‘x‘11

g3


BEVELED 50 x 200

þÿ�1�9� �m�m�

COIL ROD

NO

MIN

AL

SL

AB

TH

ICK

NE

SS

AT

BE

AM

S I

NC

LU

DE

S

20

0‘m

m S

LA

B +

15‘m

m H

AU

NC

H

SEE DETAIL "C"

PART PLAN

TOP OF PIER DETAILS

6

| PIER

25 MIN.

TYP.

SECTION B-B

50

MIN

.

SECTION D-D

~

~

70 CL.

450

~

CONSTRUCTION JOINT

ROUGHENED CONCRETE

~

"c"

"c"

"t"

"h" BARS

"d"

~ NOTE:










EXPANSION

JOINT FILLER.

NOTE:

þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�


þÿ�7�5�‘�m�m�‰�

þÿ�7�5�‘�m�m�‰�

þÿ�7�5�‘�m�m�‰� 150 T

YP

. 150 TYP.

HM

4505.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M4505"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 7^31’-15^ SKEW

| BEAM

BEARING

| BEAM

| PIER

B

B

80

0

250

250

525430


BEVELED 50 x 200

NEOPRENE BEARING

PAD ( 230 x 25 x ??)

| BEAMS | ABUT. BRG.

RO

AD

WA

Y

GUTTER LINE

PART PLAN

380

PART SECTION

| PIER

e2 e4

d3

e1

e3

d4

)

AT PIER

& 4

- e

3

(BENT

480

480 35

5125

460460

230

15

0

450

450

3 E

Q. S

P. ; 4 - e1

750

500

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

PVC PIPE

PVC PIPE

RE

VIS

ED

07-05 -

PA

VIN

G N

OT

CH

EX

TE

ND

ED

TO

IN

TE

RC

EP

T T

HE

WIN

GS

. 7

5‘m

m P

VC

PIP

E A

DD

ED

TO

WIN

GS

AN

D N

OT

E.

COUNTY





DESIGN TEAM

g2

g1

t1

d5

h2

A

A

C


d6

g1

TOP OF SLAB

d2

d3

t1

| ABUTMENT BEARING


g2



a1

a1

d2 e1

d4 d3

e3

| BEARINGS | PIER

b1

D

100 MIN. CL.

150 MAX. CL.

BEAM CAMBER DATA


TOP OF SLAB

SL

AB

(KE

EP

)

T T’


215

20

0

PART SECTION C-C

h1

h2

s1

480

355

75 75

2100

6 SP. @ 325 = 1950 ; 14 - s1

420

(TYP. FOR e1 & e4)

b1

b2

250 250

500

1930

1020

91

0

PARALLEL TO THE

THEORETICAL | GRADE

ELEV. A

SECTION A-A

j1

h2

"C

"

75

6 E

Q. S

P. : 1

4 -

h2 B

AR

S1

00


25 x 200 x 200

INDENTATION

SPACED @ 600

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

TABLE OF WING

ELEVATIONS

15 M

AX

ELEV. B


MIN

. LAP

FIELD BEND

h1

s1

C

D

ELEV. B

~

~ c5-13 F.F.

~

c1 B.F. & F.F.

c2

710

17

90

16

50

15

10

13

70

12

30

10

90

95

0






3 mm RADIUS

DETAIL "C"


k2

k1

d7

S75‘x‘11

g3


BEVELED 50 x 200

þÿ�1�9� �m�m�

COIL ROD

NO

MIN

AL

SL

AB

TH

ICK

NE

SS

AT

BE

AM

S I

NC

LU

DE

S

20

0‘m

m S

LA

B +

15‘m

m H

AU

NC

H

SEE DETAIL "C"

PART PLAN

TOP OF PIER DETAILS

6

| PIER

25 MIN.

TYP.

SECTION B-B

50

MIN

.

SECTION D-D

~

~

70 CL.

450

~

CONSTRUCTION JOINT

ROUGHENED CONCRETE

~

"c"

"c"

"t"

"h" BARS

"d"

~ NOTE:










EXPANSION

JOINT FILLER.

NOTE:

þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�


þÿ�7�5�‘�m�m�‰�

þÿ�7�5�‘�m�m�‰�

þÿ�7�5�‘�m�m�‰� 150 T

YP

. 150 TYP.

HM

4506.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M4506"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 15^01’-30^ SKEW

| BEAM

BEARING

| BEAM

| PIER

B

B KEYWAY FORMED BY NOMINAL

BEVELED 50 x 200

950

250

250

525

430

NEOPRENE BEARING

PAD ( 230 x 25 x ??)


RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

| PIER

e2 e4

d3

e1

e3

d4

AT PIER

(BENT )

3 E

Q. S

P.; 4

- e

1

380

480

480

35

5125

460

460

500

230

15

0

650

650

& 4- e3

900

þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

PVC PIPE

PVC PIPE

RE

VIS

ED

07-05 -

PA

VIN

G N

OT

CH

EX

TE

ND

ED

TO

IN

TE

RC

EP

T T

HE

WIN

GS

. 7

5‘m

m P

VC

PIP

E A

DD

ED

TO

WIN

GS

AN

D N

OT

E.

COUNTY





DESIGN TEAM

g2

g1

t1

d5

h2

A

A

C


d6

g1

TOP OF SLAB

d2

d3

t1

| ABUTMENT BEARING


g2



a1

a1

d2 e1

d4 d3

e3

| BEARINGS | PIER

b1

D

100 MIN. CL.

150 MAX. CL.

BEAM CAMBER DATA


TOP OF SLAB

SL

AB

(KE

EP

)

T T’


215

20

0

PART SECTION C-C

h1

h2

s1

480

355

75 75

2100

6 SP. @ 325 = 1950 ; 14 - s1

420

(TYP. FOR e1 & e4)

b1

b2

250 250

500

1930

1020

91

0

PARALLEL TO THE

THEORETICAL | GRADE

ELEV. A

SECTION A-A

j1

h2

"C

"

75

6 E

Q. S

P. : 1

4 -

h2 B

AR

S1

00


25 x 200 x 200

INDENTATION

SPACED @ 600

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

TABLE OF WING

ELEVATIONS

15 M

AX

ELEV. B


MIN

. LAP

FIELD BEND

h1

s1

C

D

ELEV. B

~

~ c5-13 F.F.

~

c1 B.F. & F.F.

c2

710

17

90

16

50

15

10

13

70

12

30

10

90

95

0






3 mm RADIUS

DETAIL "C"


k2

k1

d7

S75‘x‘11

g3


BEVELED 50 x 200

þÿ�1�9� �m�m�

COIL ROD

NO

MIN

AL

SL

AB

TH

ICK

NE

SS

AT

BE

AM

S I

NC

LU

DE

S

20

0‘m

m S

LA

B +

15‘m

m H

AU

NC

H

SEE DETAIL "C"

PART PLAN

TOP OF PIER DETAILS

6

| PIER

25 MIN.

TYP.

SECTION B-B

50

MIN

.

SECTION D-D

~

~

70 CL.

450

~

CONSTRUCTION JOINT

ROUGHENED CONCRETE

~

"c"

"c"

"t"

"h" BARS

"d"

~ NOTE:










EXPANSION

JOINT FILLER.

NOTE:

þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�


þÿ�7�5�‘�m�m�‰�

þÿ�7�5�‘�m�m�‰�

þÿ�7�5�‘�m�m�‰� 150 T

YP

. 150 TYP.

HM

4507.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M4507"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - 0^ SKEW

| BEAM

BEARING | BEAM

| PIER

B

B

70

0 25

0250

520

525 430

NEOPRENE BEARING

PAD ( 230 x 25 x 520 )


BEVELED 50 x 200

| BEAMS

380

| ABUT. BRG.

RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

| PIER

e2 e4

d3

e1

e3

d4

3 E

Q.

SP

. : 4

-e1

& 4

-e3

)

AT PIER

(BENT 480

35

5125

460 460

1525

480

325 325

6505

00

15

0

230

380

380

þÿ�1�9� �m�m�

COIL ROD

2100 BARRIER RAIL END SECTION 1985 WING EXTENSION

þÿ�1�9� �m�m�

COIL ROD

PVC PIPE

PVC PIPE

RE

VIS

ED

07

-0

5 -

75

‘m

m P

VC

PIP

E A

DD

ED

TO

WIN

G E

XT

EN

SIO

NS

.

COUNTY





DESIGN TEAM






| ABUTMENT BEARING

d6

g1

TOP OF SLAB

d2

d3

t1

g2

a1

a1

d2 e1

d4 d3

e3

| BEARINGS | PIER

b1

MIN

. LAP

g2

g1

t1

d5

FIELD BEND

h1

s1

A

A

C C

ELEV. A

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

g4

d8

h2

150 MAX. CL.

SECTION A-A

"C

"

h2

g4

d8

65 CL.

380

75

710

950

10

90

12

30

13

70

15

10

16

50

17

90

420

b1

b2 (TYP. FOR e1 & e4)

100 MIN. CL.

19

30

10

20

91

0

250 250

500

PARALLEL TO THE

THEORETICAL | GRADE

j1

ELEV. B

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

TABLE OF WINGWALL

ELEVATIONS

D

D

100

ELEV. C


~ c2

~ c5-13 F.F.

~ c1 B.F. & F.F.

5 E

QU

AL

SP

AC

ES

k2

k1

d7

S75‘x‘11

g3

þÿ�1�9� �m�m�

COIL ROD

25 x 200 x 200

INDENTATION

SPACED @ 600

PART PLAN

TOP OF PIER DETAILS

6

| PIER

25 MIN.

TYP.

SECTION B-B 25 mm THICK STRIPS OF PREFORMED EXPANSION



BEAM CAMBER DATA


TOP OF SLAB

SL

AB

(KE

EP

)

T T’


215

20

0

15 M

AX






NO

MIN

AL

SL

AB

TH

ICK

NE

SS

AT

BE

AM

S I

NC

LU

DE

S

20

0‘m

m S

LA

B +

15‘m

m H

AU

NC

H

PART SECTION C-C

h1

h2

s1

480

35

5

75 75

2100

6 SP. @ 325 = 1950 ; 14 - s1


BEVELED 50 x 200

50

MIN

.

SECTION D-D

~

~

70 CL.

450

~

CONSTRUCTION JOINT

ROUGHENED CONCRETE

~

"c"

"c"

"t"

"h" BARS

"d"

"s" BAR

MIN

. E

MB

ED

.

3 mm RADIUS

DETAIL "C"

ELEV. CSEE DETAIL "C"

6‘mm PREFORMED

EXPANSION

JOINT FILLER.

~ NOTE:


DETAILS OF BARRIER RAIL END SECTION AND

SPACING FOR "c" BARRIER RAIL BARS. REINFORCING

BARS "c", "d" AND "t1" ARE INCLUDED IN THE


PVC PIPE

NOTE:

þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�


þÿ�7

�5�

PV

C P

IP

E

þÿ�7�5�‘�m�m�‰�

150 TYP.

150 T

YP

.

HM

4508.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M4508"C" OR "D" BEAMS PART PLAN & LONGIT. SECTION - (L.A.) 0^01’-7^30’ SKEW

| BEAM

BEARING | BEAM

| PIER

B

B

NEOPRENE BEARING

PAD ( 230 x 25 x 520 )


BEVELED 50 x 200

750

250

250

525 430

520

| BEAMS

| ABUT. BRG.

RO

AD

WA

Y

GUTTER LINE

PART PLAN

380

PART SECTION

| PIER

e2 e4

d3

e1

e3

d4

)

AT PIER

3 E

Q. S

P.;

4-

e1

(BENT

480

48

0 35

5125

460 460

500

400

& 4- e3

400

700

350 350

230

15

0


þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

PVC PIPE

PVC PIPE

RE

VIS

ED

07

-0

5 -

75

‘m

m P

VC

PIP

E A

DD

ED

TO

WIN

G E

XT

EN

SIO

NS

.

COUNTY





DESIGN TEAM






| ABUTMENT BEARING

d6

g1

TOP OF SLAB

d2

d3

t1

g2

a1

a1

d2 e1

d4 d3

e3

| BEARINGS | PIER

b1

MIN

. LAP

g2

g1

t1

d5

FIELD BEND

h1

s1

A

A

C C

ELEV. A

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

g4

d8

h2

150 MAX. CL.

SECTION A-A

"C

"

h2

g4

d8

65 CL.

380

75

710

950

10

90

12

30

13

70

15

10

16

50

17

90

420

b1


100 MIN. CL.

19

30

10

20

91

0

250 250

500

PARALLEL TO THE

THEORETICAL | GRADE

j1

ELEV. B


TABLE OF WINGWALL

ELEVATIONS

D

D

100

ELEV. C


~ c2

~ c5-13 F.F.

~ c1 B.F. & F.F.

5 E

QU

AL

SP

AC

ES

k2

k1

d7

S75‘x‘11

g3

þÿ�1�9� �m�m�

COIL ROD

25 x 200 x 200

INDENTATION

SPACED @ 600

PART PLAN

TOP OF PIER DETAILS

6

| PIER

25 MIN.

TYP.




BEAM CAMBER DATA


TOP OF SLAB

SL

AB

(KE

EP

)

T T’


215

20

0

15 M

AX






NO

MIN

AL

SL

AB

TH

ICK

NE

SS

AT

BE

AM

S I

NC

LU

DE

S

20

0‘m

m S

LA

B +

15‘m

m H

AU

NC

H

PART SECTION C-C

h1

h2

s1

480

35

5

75 75

2100

6 SP. @ 325 = 1950 ; 14 - s1


BEVELED 50 x 200

50

MIN

.

SECTION D-D

~

~

70 CL.

450

~

CONSTRUCTION JOINT

ROUGHENED CONCRETE

~

"c"

"c"

"t"

"h" BARS

"d"

"s" BAR

MIN

. E

MB

ED

.

3 mm RADIUS

DETAIL "C"


6‘mm PREFORMED

EXPANSION

JOINT FILLER.

~ NOTE:






PVC PIPE

NOTE:

þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�


þÿ�7

�5�

PV

C P

IP

E

þÿ�7�5�‘�m�m�‰�

150 TYP.

150 T

YP

.

HM

4509.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M4509"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.)7^31’-15^ SKEW

| BEAMS

| ABUT. BRG.

RO

AD

WA

Y

GUTTER LINE

PART PLAN

380

PART SECTION

| PIER

e2 e4

d3

e1

e3

d4

)

AT PIER

& 4 - e3

| BEAM

BEARING

| BEAM

| PIER

B

B

(BENT

48

0480 355

125

460460

750

230

15

0

50

0

3 E

Q. S

P. ; 4

- e

1450

450


BEVELED 50 x 200520

430

525

80

0

250

250

NEOPRENE BEARING

PAD ( 230 x 25 x 520 )


þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

PVC PIPE

PVC PIPE

RE

VIS

ED

07

-0

5 -

75

‘m

m P

VC

PIP

E A

DD

ED

TO

WIN

G E

XT

EN

SIO

NS

.

COUNTY





DESIGN TEAM






| ABUTMENT BEARING

d6

g1

TOP OF SLAB

d2

d3

t1

g2

a1

a1

d2 e1

d4 d3

e3

| BEARINGS | PIER

b1

MIN

. LAP

g2

g1

t1

d5

FIELD BEND

h1

s1

A

A

C C

ELEV. A

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

g4

d8

h2

150 MAX. CL.

SECTION A-A

"C

"

h2

g4

d8

65 CL.

380

75

710

950

10

90

12

30

13

70

15

10

16

50

17

90

420

b1


100 MIN. CL.

19

30

10

20

91

0

250 250

500

PARALLEL TO THE

THEORETICAL | GRADE

j1

ELEV. B


TABLE OF WINGWALL

ELEVATIONS

D

D

100

ELEV. C


~ c2

~ c5-13 F.F.

~ c1 B.F. & F.F.

5 E

QU

AL

SP

AC

ES

k2

k1

d7

S75‘x‘11

g3

þÿ�1�9� �m�m�

COIL ROD

25 x 200 x 200

INDENTATION

SPACED @ 600

PART PLAN

TOP OF PIER DETAILS

6

| PIER

25 MIN.

TYP.




BEAM CAMBER DATA


TOP OF SLAB

SL

AB

(KE

EP

)

T T’


215

20

0

15 M

AX






NO

MIN

AL

SL

AB

TH

ICK

NE

SS

AT

BE

AM

S I

NC

LU

DE

S

20

0‘m

m S

LA

B +

15‘m

m H

AU

NC

H

PART SECTION C-C

h1

h2

s1

480

35

5

75 75

2100

6 SP. @ 325 = 1950 ; 14 - s1


BEVELED 50 x 200

50

MIN

.

SECTION D-D

~

~

70 CL.

450

~

CONSTRUCTION JOINT

ROUGHENED CONCRETE

~

"c"

"c"

"t"

"h" BARS

"d"

"s" BAR

MIN

. E

MB

ED

.

3 mm RADIUS

DETAIL "C"


6‘mm PREFORMED

EXPANSION

JOINT FILLER.

~ NOTE:






PVC PIPE

NOTE:

þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�


þÿ�7

�5�

PV

C P

IP

E

þÿ�7�5�‘�m�m�‰�

150 TYP.

150 T

YP

.

| BEAM

BEARING | BEAM

| PIER

B

B

250

250


BEVELED 50 x 200520

950

525

430

NEOPRENE BEARING

PAD ( 230 x 25 x 520 )

HM

4510.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M4510"C" OR "D" BEAMS PART PLAN & LONGIT. SECTION - (L.A.) 15^01’-30^ SKEW

| BEAMS

380

| ABUT. BRG.

RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

| PIER

e2 e4

d3

e1

e3

d4

)

AT PIER

(BENT

3 E

Q. S

P.; 4

- e

1

480

35

5125

480

460

460

230

15

0

500

650

650

& 4

- e

3

900


þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

PVC PIPE

PVC PIPE

RE

VIS

ED

07

-0

5 -

75

‘m

m P

VC

PIP

E A

DD

ED

TO

WIN

G E

XT

EN

SIO

NS

.

COUNTY





DESIGN TEAM






| ABUTMENT BEARING

d6

g1

TOP OF SLAB

d2

d3

t1

g2

a1

a1

d2 e1

d4 d3

e3

| BEARINGS | PIER

b1

MIN

. LAP

g2

g1

t1

d5

FIELD BEND

h1

s1

A

A

C C

ELEV. A

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

g4

d8

h2

150 MAX. CL.

SECTION A-A

"C

"

h2

g4

d8

65 CL.

380

75

710

950

10

90

12

30

13

70

15

10

16

50

17

90

420

b1


100 MIN. CL.

19

30

10

20

91

0

250 250

500

PARALLEL TO THE

THEORETICAL | GRADE

j1

ELEV. B


TABLE OF WINGWALL

ELEVATIONS

D

D

100

ELEV. C


~ c2

~ c5-13 F.F.

~ c1 B.F. & F.F.

5 E

QU

AL

SP

AC

ES

k2

k1

d7

S75‘x‘11

g3

þÿ�1�9� �m�m�

COIL ROD

25 x 200 x 200

INDENTATION

SPACED @ 600

PART PLAN

TOP OF PIER DETAILS

6

| PIER

25 MIN.

TYP.




BEAM CAMBER DATA


TOP OF SLAB

SL

AB

(KE

EP

)

T T’


215

20

0

15 M

AX






NO

MIN

AL

SL

AB

TH

ICK

NE

SS

AT

BE

AM

S I

NC

LU

DE

S

20

0‘m

m S

LA

B +

15‘m

m H

AU

NC

H

PART SECTION C-C

h1

h2

s1

480

35

5

75 75

2100

6 SP. @ 325 = 1950 ; 14 - s1


BEVELED 50 x 200

50

MIN

.

SECTION D-D

~

~

70 CL.

450

~

CONSTRUCTION JOINT

ROUGHENED CONCRETE

~

"c"

"c"

"t"

"h" BARS

"d"

"s" BAR

MIN

. E

MB

ED

.

3 mm RADIUS

DETAIL "C"


6‘mm PREFORMED

EXPANSION

JOINT FILLER.

~ NOTE:






PVC PIPE

NOTE:

þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�


þÿ�7

�5�

PV

C P

IP

E

þÿ�7�5�‘�m�m�‰�

150 TYP.

150 T

YP

.

HM

45

11

.S0

1 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1

-9

5.

STANDARD SHEET M4511"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 0^01’-7^30’ SKEW

| BEAM

BEARING | BEAM

| PIER

B

B

525 430

750

250

250

NEOPRENE BEARING

PAD ( 230 x 25 x 520 )


BEVELED 50 x 200

520

PART SECTION

| PIER

e2 e4

d3

e1

e3

d4

)

AT PIER

3 E

Q. S

P.;

4-

e1

RO

AD

WA

Y

GUTTER LINE

PART PLAN

380

| BEAMS

| ABUT. BRG.

(BENT

48

0

460 460

480

35

5125

230

15

0

350 350

50

0

400

& 4

- e

3

400

700


þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

PVC PIPE

PVC PIPE

RE

VIS

ED

07

-0

5 -

75

‘m

m P

VC

PIP

E A

DD

ED

TO

WIN

G E

XT

EN

SIO

NS

.

COUNTY





DESIGN TEAM






| ABUTMENT BEARING

d6

g1

TOP OF SLAB

d2

d3

t1

g2

a1

a1

d2 e1

d4 d3

e3

| BEARINGS | PIER

b1

MIN

. LAP

g2

g1

t1

d5

FIELD BEND

h1

s1

A

A

C C

ELEV. A

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

g4

d8

h2

150 MAX. CL.

SECTION A-A

"C

"

h2

g4

d8

65 CL.

380

75

710

950

10

90

12

30

13

70

15

10

16

50

17

90

420

b1


100 MIN. CL.

19

30

10

20

91

0

250 250

500

PARALLEL TO THE

THEORETICAL | GRADE

j1

ELEV. B


TABLE OF WINGWALL

ELEVATIONS

D

D

100

ELEV. C


~ c2

~ c5-13 F.F.

~ c1 B.F. & F.F.

5 E

QU

AL

SP

AC

ES

k2

k1

d7

S75‘x‘11

g3

þÿ�1�9� �m�m�

COIL ROD

25 x 200 x 200

INDENTATION

SPACED @ 600

PART PLAN

TOP OF PIER DETAILS

6

| PIER

25 MIN.

TYP.




BEAM CAMBER DATA


TOP OF SLAB

SL

AB

(KE

EP

)

T T’


215

20

0

15 M

AX






NO

MIN

AL

SL

AB

TH

ICK

NE

SS

AT

BE

AM

S I

NC

LU

DE

S

20

0‘m

m S

LA

B +

15‘m

m H

AU

NC

H

PART SECTION C-C

h1

h2

s1

480

35

5

75 75

2100

6 SP. @ 325 = 1950 ; 14 - s1


BEVELED 50 x 200

50

MIN

.

SECTION D-D

~

~

70 CL.

450

~

CONSTRUCTION JOINT

ROUGHENED CONCRETE

~

"c"

"c"

"t"

"h" BARS

"d"

"s" BAR

MIN

. E

MB

ED

.

3 mm RADIUS

DETAIL "C"


6‘mm PREFORMED

EXPANSION

JOINT FILLER.

~ NOTE:






PVC PIPE

NOTE:

þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�


þÿ�7

�5�

PV

C P

IP

E

þÿ�7�5�‘�m�m�‰�

150 TYP.

150 T

YP

.

HM

4512.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M4512"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 7^31’-15^ SKEW

| BEAM

BEARING

| BEAM

| PIER

B


BEVELED 50 x 200

NEOPRENE BEARING

PAD ( 230 x 25 x 520 )

525430

520

250

250

80

0


RO

AD

WA

Y

GUTTER LINE

PART PLAN

380

PART SECTION

| PIER

e2 e4

d3

e1

e3

d4

)

AT PIER

& 4 - e3

(BENT

480 35

5125

480

460460

230

15

0

500

450

750

3 E

Q. S

P. ; 4 - e1

450

þÿ�1�9� �m�m�

COIL ROD


þÿ�1�9� �m�m�

COIL ROD

PVC PIPE

PVC PIPE

RE

VIS

ED

07

-0

5 -

75

‘m

m P

VC

PIP

E A

DD

ED

TO

WIN

G E

XT

EN

SIO

NS

.

COUNTY





DESIGN TEAM






| ABUTMENT BEARING

d6

g1

TOP OF SLAB

d2

d3

t1

g2

a1

a1

d2 e1

d4 d3

e3

| BEARINGS | PIER

b1

MIN

. LAP

g2

g1

t1

d5

FIELD BEND

h1

s1

A

A

C C

ELEV. A

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

g4

d8

h2

150 MAX. CL.

SECTION A-A

"C

"

h2

g4

d8

65 CL.

380

75

710

950

10

90

12

30

13

70

15

10

16

50

17

90

420

b1


100 MIN. CL.

19

30

10

20

91

0

250 250

500

PARALLEL TO THE

THEORETICAL | GRADE

j1

ELEV. B


TABLE OF WINGWALL

ELEVATIONS

D

D

100

ELEV. C


~ c2

~ c5-13 F.F.

~ c1 B.F. & F.F.

5 E

QU

AL

SP

AC

ES

k2

k1

d7

S75‘x‘11

g3

þÿ�1�9� �m�m�

COIL ROD

25 x 200 x 200

INDENTATION

SPACED @ 600

PART PLAN

TOP OF PIER DETAILS

6

| PIER

25 MIN.

TYP.




BEAM CAMBER DATA


TOP OF SLAB

SL

AB

(KE

EP

)

T T’


215

20

0

15 M

AX






NO

MIN

AL

SL

AB

TH

ICK

NE

SS

AT

BE

AM

S I

NC

LU

DE

S

20

0‘m

m S

LA

B +

15‘m

m H

AU

NC

H

PART SECTION C-C

h1

h2

s1

480

35

5

75 75

2100

6 SP. @ 325 = 1950 ; 14 - s1


BEVELED 50 x 200

50

MIN

.

SECTION D-D

~

~

70 CL.

450

~

CONSTRUCTION JOINT

ROUGHENED CONCRETE

~

"c"

"c"

"t"

"h" BARS

"d"

"s" BAR

MIN

. E

MB

ED

.

3 mm RADIUS

DETAIL "C"


6‘mm PREFORMED

EXPANSION

JOINT FILLER.

~ NOTE:






PVC PIPE

NOTE:

þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�


þÿ�7

�5�

PV

C P

IP

E

þÿ�7�5�‘�m�m�‰�

150 TYP.

150 T

YP

.

HM

4513.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

STANDARD SHEET M4513"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 15^01’-30^ SKEW


RO

AD

WA

Y

GUTTER LINE

PART PLAN

PART SECTION

| PIER

e2 e4

d3

e1

e3

d4

AT PIER

(BENT )

3 E

Q. S

P.; 4

- e

1

380

| BEAM

BEARING

| BEAM

| PIER

B


BEVELED 50 x 200

NEOPRENE BEARING

PAD ( 230 x 25 x 520 )

950

250

250

520

525

430

480

35

5125

480

460

460

900

650

& 4- e3

650

50

0

230

15

0


þÿ�1�9� �m�m�

COIL ROD

þÿ�1�9� �m�m�

COIL ROD

PVC PIPE

PVC PIPE

RE

VIS

ED

07

-0

5 -

75

‘m

m P

VC

PIP

E A

DD

ED

TO

WIN

G E

XT

EN

SIO

NS

.

COUNTY





DESIGN TEAM






| ABUTMENT BEARING

d6

g1

TOP OF SLAB

d2

d3

t1

g2

a1

a1

d2 e1

d4 d3

e3

| BEARINGS | PIER

b1

MIN

. LAP

g2

g1

t1

d5

FIELD BEND

h1

s1

A

A

C C

ELEV. A

S.W. CORNER

N.W. CORNER

S.E. CORNER

N.E. CORNER

g4

d8

h2

150 MAX. CL.

SECTION A-A

"C

"

h2

g4

d8

65 CL.

380

75

710

950

10

90

12

30

13

70

15

10

16

50

17

90

420

b1


100 MIN. CL.

19

30

10

20

91

0

250 250

500

PARALLEL TO THE

THEORETICAL | GRADE

j1

ELEV. B


TABLE OF WINGWALL

ELEVATIONS

D

D

100

ELEV. C


~ c2

~ c5-13 F.F.

~ c1 B.F. & F.F.

5 E

QU

AL

SP

AC

ES

k2

k1

d7

S75‘x‘11

g3

þÿ�1�9� �m�m�

COIL ROD

25 x 200 x 200

INDENTATION

SPACED @ 600

PART PLAN

TOP OF PIER DETAILS

6

| PIER

25 MIN.

TYP.




BEAM CAMBER DATA


TOP OF SLAB

SL

AB

(KE

EP

)

T T’


215

20

0

15 M

AX






NO

MIN

AL

SL

AB

TH

ICK

NE

SS

AT

BE

AM

S I

NC

LU

DE

S

20

0‘m

m S

LA

B +

15‘m

m H

AU

NC

H

PART SECTION C-C

h1

h2

s1

480

35

5

75 75

2100

6 SP. @ 325 = 1950 ; 14 - s1


BEVELED 50 x 200

50

MIN

.

SECTION D-D

~

~

70 CL.

450

~

CONSTRUCTION JOINT

ROUGHENED CONCRETE

~

"c"

"c"

"t"

"h" BARS

"d"

"s" BAR

MIN

. E

MB

ED

.

3 mm RADIUS

DETAIL "C"


6‘mm PREFORMED

EXPANSION

JOINT FILLER.

~ NOTE:






PVC PIPE

NOTE:

þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�


þÿ�7

�5�

PV

C P

IP

E

þÿ�7�5�‘�m�m�‰�

150 TYP.

150 T

YP

.

HM

4514.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

RE

VIS

ED

12-04 -

BA

RS

LIS

T &

BE

NT

BA

R D

ET

AIL

S M

OD

IF

IE

D F

OR

CH

AN

GE

IN

PA

VIN

G N

OT

CH

. T

EM

PO

RA

RY

PA

VIN

G B

LO

CK

BA

R r

1 R

EM

OV

ED

.

STANDARD SHEET M4514INT. ABUT. "A" or "B" BEAMS - BAR LIST & SUPER. DETAILS - 0^ SKEW

760

79

0 d5

D=60

550

550

500

500

550

1110

840

890

COUNTY





DESIGN TEAM

TOP OF SLAB

TRANSVERSE SLAB

CONSTRUCTION JOINT

65 C

L.

25 C

L.

40 NOMINAL BEVELED 40‘x‘75

NAILED TO HEADER

HEADER CUT TO FIT SHAPE

OF CROWN AND DRILLED FOR

LONGITUDINAL REINFORCING

CONCRETE PLACEMENT DIAGRAM

NOTE: ROADWAY SLAB SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED. ALTERNATE PROCEDURES

FOR PLACING SLAB CONCRETE MAY BE SUBMITTED FOR APPROVAL TOGETHER WITH A STATEMENT OF THE

PROPOSED METHOD AND EVIDENCE THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND

FACILITIES TO ACCOMPLISH THE REQUIRED RESULTS.

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

BENT BAR DETAILS

g3

1200

k1

e1 e4

e3

280

e2 d1

660

p1

790

t1

D=60

297

297

297

297

D=60 D=60

D=60

D=60

D=60 D=60

10

00

150 150 150 150

17

0

150

150

420

420

300

D=200

3700

D=60

300

304

430

304

300

k2

SHAPE NO. LENGTHLOCATION

SLAB TRANSV. TOP & BOTT.a1

b1

b2

d6

d7 PAVING NOTCH LONGIT.

f1 ABUT. FOOTING LONGIT. B.F.

h2

ABUT. WING HORIZ.

ABUT. TO WING ANCHOR

2000 176

g2 ABUT. VERT. F.F.

f2 ABUT. FOOTING LONGIT. F.F.

e4

e3

e2

e1 PIER DIAPH. HOOPS

PIER DIAPH. TIES

PIER DIAPH. HOOPS ENDS

PIER DIAPH. TIES ENDS

d5

d4

d3

d2

d1

PIER & ABUT. DIAPH. LONGIT.


PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS

12

REINFORCING STEEL EPOXY COATED - TOTAL ( kg‘)

p1

g3

g1 ABUT. VERT. B.F.

ABUT. DIAPH. VERT. B.F.

ABUT. HOOPS

k1

REINF.BAR LIST-ONE SUPER.&TWO ABUTS.

EP

OX

Y C

OA

TE

D R

EIN

FO

RC

ING

NO

N-C

OA

TE

D R

EIN

FO

RC

ING

1500

16

4

16

20

UNDER BEAMS AT ABUTMENTS

WING VERT.

0 0 0 0 0 0 0

56 VARIES 120

12‘000

SLAB LONGIT. TOP & BOTT.

SLAB LONGIT. TOP AT PIERS

ABUT. DIAPH. LONGIT. B.F.

1180

MARK SIZE MASS

15

15

15

25

25

25

15

15

15

15

15

15

15

15

15

15

15

15

25

25

15

15

15

15

REINFORCING STEEL - TOTAL ( kg‘)

560

1550 29

3200

h1

s1

t1

j1 15 TOP OF SLAB TRANSV. AT RAIL 1900

PILE SPIRAL SIZE NO. W5 WIRE ( 3 kg/SPIRAL)

56

56 104

k2 15 1030

PAVING NOTCH

PAVING NOTCH

ONE SUPER. &

TWO ABUTS.

ESTIMATED QUANTITIES

CONC. PLACEMENT QUANTITIES

ONE SUPER. & TWO ABUTS.

LOCATION

UNIT QUANTITY

5.2

STRUCTURAL STEEL

REINFORCING STEEL

REINFORCING STEEL EPOXY COATED

PRETENSIONED

PRESTRESSED

CONCRETE BEAMS

CLASS 20 EXCAVATION

ITEM

FURNISH

DRIVE

QUANTITY

kg

kg

kg

EACH

m

m

EACH

EACH

þÿ�T�O�T�A�L

þÿ�

þÿ�

STRUCTURAL CONCRETE (BRIDGE)

SECTION 1, SLAB & ABUT. DIAPH.

SECTION 2, SLAB


SECTION 4, SLAB & PIER DIAPH.


ABUTMENT FOOTINGS

ABUTMENT WINGS 4 AT 1.3

INTERMEDIATE DIAPH. ?? AT ??

BARRIER RAIL - SEE DESIGN SHT. NO. ???

INTERM. DIAPH. SEE DES. SHT. NO. ???

4700

SPIRAL SP. L22‘x‘22‘x‘3.2 ( 0.6 kg/SPACER)

600

600

500

500

550

1110

840

940

HM

4515.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

RE

VIS

ED

12-04 -

BA

RS

LIS

T &

BE

NT

BA

R D

ET

AIL

S M

OD

IF

IE

D F

OR

CH

AN

GE

IN

PA

VIN

G N

OT

CH

. T

EM

PO

RA

RY

PA

VIN

G B

LO

CK

BA

R r

1 R

EM

OV

ED

.

STANDARD SHEET M4515INT. ABUT. "A" OR "B" BEAMS - BAR LIST & SUPER. DETAILS - 0^01’ - 7^30’ SKEW

430

d6 6 THUS

6 THUS d5

330D=60

D=60

430

790

430

f1

f2

D=150

p1

p2

15p2 ABUT. HOOPS AT ENDS 8

COUNTY





DESIGN TEAM

TOP OF SLAB

TRANSVERSE SLAB

CONSTRUCTION JOINT

65 C

L.

25 C

L.


NAILED TO HEADER










BENT BAR DETAILS

g3

1200

k1

e1 e4

e3

280

e2 d1

660

p1

790

t1

D=60

297

297

297

297

D=60 D=60

D=60

D=60

D=60 D=60

10

00

150 150 150 150

17

0

150

150

420

420

300

D=200

3700

D=60

300

304

430

304

300

k2



b1

b2

d6



h2

ABUT. WING HORIZ.


2000 176

g2 ABUT. VERT. F.F.


e4

e3

e2


PIER DIAPH. TIES



d5

d4

d3

d2

d1



PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS

12


p1

g3

g1 ABUT. VERT. B.F.


ABUT. HOOPS

k1


EP

OX

Y C

OA

TE

D R

EIN

FO

RC

ING

NO

N-C

OA

TE

D R

EIN

FO

RC

ING

1500

16

4

16

20


WING VERT.

0 0 0 0 0 0 0

56 VARIES 120

12‘000




1180

MARK SIZE MASS

15

15

15

25

25

25

15

15

15

15

15

15

15

15

15

15

15

15

25

25

15

15

15

15


560

1550 29

3200

h1

s1

t1



56

56 104

k2 15 1030

PAVING NOTCH

PAVING NOTCH

ONE SUPER. &

TWO ABUTS.




LOCATION

UNIT QUANTITY

5.2

STRUCTURAL STEEL

REINFORCING STEEL


PRETENSIONED

PRESTRESSED

CONCRETE BEAMS

CLASS 20 EXCAVATION

ITEM

FURNISH

DRIVE

QUANTITY

kg

kg

kg

EACH

m

m

EACH

EACH


þÿ�

þÿ�



SECTION 2, SLAB




ABUTMENT FOOTINGS





4700


650

650

550

550

550

1110

890

990

430

d6 6 THUS

6 THUS d5

330D=60

D=60

430

790

430

f1

f2

D=150

p1

p2


HM

45

16

.S0

1 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1

-9

5.

RE

VIS

ED

12-04 -

BA

RS

LIS

T &

BE

NT

BA

R D

ET

AIL

S M

OD

IF

IE

D F

OR

CH

AN

GE

IN

PA

VIN

G N

OT

CH

. T

EM

PO

RA

RY

PA

VIN

G B

LO

CK

BA

R r

1 R

EM

OV

ED

.

STANDARD SHEET M4516INT. ABUT. "A" OR "B" BEAMS - BAR LIST & SUPER. DETAILS - 7^31’ - 15^ SKEW

15

15 SLAB TRANSV. BOTT. ENDS

a2

a3

SLAB TRANSV. TOP ENDS

VARIES

VARIES

COUNTY





DESIGN TEAM

TOP OF SLAB

TRANSVERSE SLAB

CONSTRUCTION JOINT

65 C

L.

25 C

L.


NAILED TO HEADER










BENT BAR DETAILS

g3

1200

k1

e1 e4

e3

280

e2 d1

660

p1

790

t1

D=60

297

297

297

297

D=60 D=60

D=60

D=60

D=60 D=60

10

00

150 150 150 150

17

0

150

150

420

420

300

D=200

3700

D=60

300

304

430

304

300

k2



b1

b2

d6



h2

ABUT. WING HORIZ.


2000 176

g2 ABUT. VERT. F.F.


e4

e3

e2


PIER DIAPH. TIES



d5

d4

d3

d2

d1



PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS

12


p1

g3

g1 ABUT. VERT. B.F.


ABUT. HOOPS

k1


EP

OX

Y C

OA

TE

D R

EIN

FO

RC

ING

NO

N-C

OA

TE

D R

EIN

FO

RC

ING

1500

16

4

16

20


WING VERT.

0 0 0 0 0 0 0

56 VARIES 120

12‘000




1180

MARK SIZE MASS

15

15

15

25

25

25

15

15

15

15

15

15

15

15

15

15

15

15

25

25

15

15

15

15


560

1550 29

3200

h1

s1

t1



56

56 104

k2 15 1030

PAVING NOTCH

PAVING NOTCH

ONE SUPER. &

TWO ABUTS.




LOCATION

UNIT QUANTITY

5.2

STRUCTURAL STEEL

REINFORCING STEEL


PRETENSIONED

PRESTRESSED

CONCRETE BEAMS

CLASS 20 EXCAVATION

ITEM

FURNISH

DRIVE

QUANTITY

kg

kg

kg

EACH

m

m

EACH

EACH


þÿ�

þÿ�



SECTION 2, SLAB




ABUTMENT FOOTINGS





4700


800

800 550

1110

430

d6 6 THUS

6 THUS d5

330D=60

D=60

430

790

430

f1

f2

D=150

p1

p2


15

15 SLAB TRANSV. BOTT. ENDS

a2

a3

SLAB TRANSV. TOP ENDS

HM

4517.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

RE

VIS

ED

12-04 -

BA

RS

LIS

T &

BE

NT

BA

R D

ET

AIL

S M

OD

IF

IE

D F

OR

CH

AN

GE

IN

PA

VIN

G N

OT

CH

. T

EM

PO

RA

RY

PA

VIN

G B

LO

CK

BA

R r

1 R

EM

OV

ED

.

STANDARD SHEET M4517INT. ABUT. "A" OR "B" BEAMS - BAR LIST & SUPER. DETAILS - 15^01’ - 30^ SKEW

VARIES

VARIES

1140

COUNTY





DESIGN TEAM

TOP OF SLAB

TRANSVERSE SLAB

CONSTRUCTION JOINT

65 C

L.

25 C

L.


NAILED TO HEADER










BENT BAR DETAILS

g3

1200

k1

e1 e4

e3

280

e2 d1

660

p1

790

t1

D=60

297

297

297

297

D=60 D=60

D=60

D=60

D=60 D=60

10

00

150 150 150 150

17

0

150

150

420

420

300

D=200

3700

D=60

300

304

430

304

300

k2



b1

b2

d6



h2

ABUT. WING HORIZ.


2000 176

g2 ABUT. VERT. F.F.


e4

e3

e2


PIER DIAPH. TIES



d5

d4

d3

d2

d1



PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS

12


p1

g3

g1 ABUT. VERT. B.F.


ABUT. HOOPS

k1


EP

OX

Y C

OA

TE

D R

EIN

FO

RC

ING

NO

N-C

OA

TE

D R

EIN

FO

RC

ING

1500

16

4

16

20


WING VERT.

0 0 0 0 0 0 0

56 VARIES 120

12‘000




1180

MARK SIZE MASS

15

15

15

25

25

25

15

15

15

15

15

15

15

15

15

15

15

15

25

25

15

15

15

15


560

1550 29

3200

h1

s1

t1



56

56 104

k2 15 1030

PAVING NOTCH

PAVING NOTCH

ONE SUPER. &

TWO ABUTS.




LOCATION

UNIT QUANTITY

5.2

STRUCTURAL STEEL

REINFORCING STEEL


PRETENSIONED

PRESTRESSED

CONCRETE BEAMS

CLASS 20 EXCAVATION

ITEM

FURNISH

DRIVE

QUANTITY

kg

kg

kg

EACH

m

m

EACH

EACH


þÿ�

þÿ�



SECTION 2, SLAB




ABUTMENT FOOTINGS





4700


450

f1

f2

D=150

d8 15 ABUT. DIAPH. WING EXT. LONGIT. 48 3150 237

840

890BENT BAR DETAILS

NOTE: ALL DIMENSIONS ARE OUT TO OUT.

D= PIN DIAMETER.

550 500

500

550

HM

4518.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

RE

VIS

ED

12-04 -

BA

RS

LIS

T &

BE

NT

BA

R D

ET

AIL

S M

OD

IF

IE

D F

OR

CH

AN

GE

IN

PA

VIN

G N

OT

CH

. T

EM

PO

RA

RY

PA

VIN

G B

LO

CK

BA

R r

1 R

EM

OV

ED

.

STANDARD SHEET M4518INT. ABUT. "C" OR "D" BEAMS-BAR LIST & SUPER. DETAILS - 0^ SKEW

550

2340

1880

1170

3110 195

166265016

760

d5

790 D=60

COUNTY





DESIGN TEAM

TOP OF SLAB

TRANSVERSE SLAB

CONSTRUCTION JOINT

65 C

L.

25 C

L.


NAILED TO HEADER









g3

1200

k1

e1 e4

e3

280

e2 d1

660

p1 790

t1

D=60

297

297

297

297

D=60 D=60

D=60

D=60

D=60 D=60

10

00

150 150 150 150

17

0

150

150

420

420

300

D=200

3700

D=60

300

304

430

304

300

k2



b1

b2

d6



h2

ABUT. WING HORIZ.


2000 176

g2 ABUT. VERT. F.F.


e4

e3

e2


PIER DIAPH. TIES



d5

d4

d3

d2

d1



PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS

12


p1

g3

g1 ABUT. VERT. B.F.


ABUT. HOOPS

k1


EP

OX

Y C

OA

TE

D R

EIN

FO

RC

ING

NO

N-C

OA

TE

D R

EIN

FO

RC

ING

1500

16

4

16

20


WING VERT.

0 0 0 0 0 0 0

56 VARIES 120

12‘000




1180

MARK SIZE MASS

15

15

15

25

25

25

15

15

15

15

15

15

15

15

15

15

15

15

25

25

15

15

15

15


560

1550 29

3200

h1

s1

t1



56

56 104

k2 15 1030

PAVING NOTCH

PAVING NOTCH

ONE SUPER. &

TWO ABUTS.




LOCATION

UNIT QUANTITY

5.2

STRUCTURAL STEEL

REINFORCING STEEL


PRETENSIONED

PRESTRESSED

CONCRETE BEAMS

CLASS 20 EXCAVATION

ITEM

FURNISH

DRIVE

QUANTITY

kg

kg

kg

EACH

m

m

EACH

EACH


þÿ�

þÿ�



SECTION 2, SLAB




ABUTMENT FOOTINGS





915915

p3

D=120

79

0

79

0

1120

460 460200

f3

D=150770

p3 20 ABUT. BOTT. AT PILES 2030

f3 25 ABUT. EXTENSION LONGIT. 16

f4 25 ABUT. EXTENSION LONGIT.

4850

g4 20 ABUT. DIAPH. WING EXT. VERT. 40

p2 15 ABUT. EXTENSION HOOPS 24 3260 123

820 p2


f4

450

f1

f2

D=150

430

d6

d4

D=60

D=60

560 560

6 THUS

6 THUS

330

d5

D=60

430

790

f5

f5 ABUT. EXTENSION LONGIT.

8

25 8

p4 15 ABUT. HOOPS AT ENDS 8


840

940BENT BAR DETAILS


D= PIN DIAMETER.

600 500

500

600

p4

HM

45

19

.S0

1 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1

-9

5.

RE

VIS

ED

12-04 -

BA

RS

LIS

T &

BE

NT

BA

R D

ET

AIL

S M

OD

IF

IE

D F

OR

CH

AN

GE

IN

PA

VIN

G N

OT

CH

. T

EM

PO

RA

RY

PA

VIN

G B

LO

CK

BA

R r

1 R

EM

OV

ED

.

STANDARD SHEET M4519INT. ABUT. "C" OR "D" BEAMS-BAR LIST & SUPER. DETAILS-0^01’ - 7^30’ SKEW

550

1170

COUNTY





DESIGN TEAM

TOP OF SLAB

TRANSVERSE SLAB

CONSTRUCTION JOINT

65 C

L.

25 C

L.


NAILED TO HEADER









g3

1200

k1

e1 e4

e3

280

e2 d1

660

p1 790

t1

D=60

297

297

297

297

D=60 D=60

D=60

D=60

D=60 D=60

10

00

150 150 150 150

17

0

150

150

420

420

300

D=200

3700

D=60

300

304

430

304

300

k2



b1

b2

d6



h2

ABUT. WING HORIZ.


2000 176

g2 ABUT. VERT. F.F.


e4

e3

e2


PIER DIAPH. TIES



d5

d4

d3

d2

d1



PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS

12


p1

g3

g1 ABUT. VERT. B.F.


ABUT. HOOPS

k1


EP

OX

Y C

OA

TE

D R

EIN

FO

RC

ING

NO

N-C

OA

TE

D R

EIN

FO

RC

ING

1500

16

4

16

20


WING VERT.

0 0 0 0 0 0 0

56 VARIES 120

12‘000




1180

MARK SIZE MASS

15

15

15

25

25

25

15

15

15

15

15

15

15

15

15

15

15

15

25

25

15

15

15

15


560

1550 29

3200

h1

s1

t1



56

56 104

k2 15 1030

PAVING NOTCH

PAVING NOTCH

ONE SUPER. &

TWO ABUTS.




LOCATION

UNIT QUANTITY

5.2

STRUCTURAL STEEL

REINFORCING STEEL


PRETENSIONED

PRESTRESSED

CONCRETE BEAMS

CLASS 20 EXCAVATION

ITEM

FURNISH

DRIVE

QUANTITY

kg

kg

kg

EACH

m

m

EACH

EACH


þÿ�

þÿ�



SECTION 2, SLAB




ABUTMENT FOOTINGS





915915

p3

D=120

79

0

79

0

1120

460 460200

f3

D=150770




4850



820 p2


f4

HM

4520.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

RE

VIS

ED

12-04 -

BA

RS

LIS

T &

BE

NT

BA

R D

ET

AIL

S M

OD

IF

IE

D F

OR

CH

AN

GE

IN

PA

VIN

G N

OT

CH

. T

EM

PO

RA

RY

PA

VIN

G B

LO

CK

BA

R r

1 R

EM

OV

ED

.

STANDARD SHEET M4520INT. ABUT. "C" OR "D" BEAMS-BAR LIST & SUPER. DETAILS-7^31’ - 15^ SKEW

450

f1

f2

D=150

430

d6

d4

D=60

D=60

560 560

6 THUS

6 THUS

330

d5

D=60

430

790

f5


8

25

VARIESa2 SLAB TRANSV. TOP ENDS

SLAB TRANSV. BOTT. ENDS VARIESa3 15

15

8



890

990BENT BAR DETAILS


D= PIN DIAMETER.

650 550

550

650

p4

COUNTY





DESIGN TEAM

TOP OF SLAB

TRANSVERSE SLAB

CONSTRUCTION JOINT

65 C

L.

25 C

L.


NAILED TO HEADER









g3

1200

k1

e1 e4

e3

280

e2 d1

660

p1 790

t1

D=60

297

297

297

297

D=60 D=60

D=60

D=60

D=60 D=60

10

00

150 150 150 150

17

0

150

150

420

420

300

D=200

3700

D=60

300

304

430

304

300

k2



b1

b2

d6



h2

ABUT. WING HORIZ.


2000 176

g2 ABUT. VERT. F.F.


e4

e3

e2


PIER DIAPH. TIES



d5

d4

d3

d2

d1



PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS

12


p1

g3

g1 ABUT. VERT. B.F.


ABUT. HOOPS

k1


EP

OX

Y C

OA

TE

D R

EIN

FO

RC

ING

NO

N-C

OA

TE

D R

EIN

FO

RC

ING

1500

16

4

16

20


WING VERT.

0 0 0 0 0 0 0

56 VARIES 120

12‘000




1180

MARK SIZE MASS

15

15

15

25

25

25

15

15

15

15

15

15

15

15

15

15

15

15

25

25

15

15

15

15


560

1550 29

3200

h1

s1

t1



56

56 104

k2 15 1030

PAVING NOTCH

PAVING NOTCH

ONE SUPER. &

TWO ABUTS.




LOCATION

UNIT QUANTITY

5.2

STRUCTURAL STEEL

REINFORCING STEEL


PRETENSIONED

PRESTRESSED

CONCRETE BEAMS

CLASS 20 EXCAVATION

ITEM

FURNISH

DRIVE

QUANTITY

kg

kg

kg

EACH

m

m

EACH

EACH


þÿ�

þÿ�



SECTION 2, SLAB




ABUTMENT FOOTINGS





915915

p3

D=120

79

0

79

0

1120

460 460200

f3

D=150770




4850



820 p2


f4

450

f1

f2

D=150

430

d6

d4

D=60

D=60

560 560

6 THUS

6 THUS

330

d5

D=60

430

790

f5


8

25

VARIESa2 SLAB TRANSV. TOP ENDS

SLAB TRANSV. BOTT. ENDS VARIESa3 15

15

8



1140BENT BAR DETAILS


D= PIN DIAMETER.

800

800

p4

HM

4521.S

01 :

TH

IS

SH

EE

T I

SS

UE

D 9

-1-95.

RE

VIS

ED

12-04 -

BA

RS

LIS

T &

BE

NT

BA

R D

ET

AIL

S M

OD

IF

IE

D F

OR

CH

AN

GE

IN

PA

VIN

G N

OT

CH

. T

EM

PO

RA

RY

PA

VIN

G B

LO

CK

BA

R r

1 R

EM

OV

ED

.

STANDARD SHEET M4521INT. ABUT. "C" OR "D" BEAMS-BAR LIST & SUPER. DETAILS-15^01’ - 30^ SKEW COUNTY





DESIGN TEAM

TOP OF SLAB

TRANSVERSE SLAB

CONSTRUCTION JOINT

65 C

L.

25 C

L.


NAILED TO HEADER









g3

1200

k1

e1 e4

e3

280

e2 d1

660

p1 790

t1

D=60

297

297

297

297

D=60 D=60

D=60

D=60

D=60 D=60

10

00

150 150 150 150

17

0

150

150

420

420

300

D=200

3700

D=60

300

304

430

304

300

k2



b1

b2

d6



h2

ABUT. WING HORIZ.


2000 176

g2 ABUT. VERT. F.F.


e4

e3

e2


PIER DIAPH. TIES



d5

d4

d3

d2

d1



PIER DIAPH. LONGIT.

ABUT. DIAPH. ENDS

PIER DIAPH. ENDS

12


p1

g3

g1 ABUT. VERT. B.F.


ABUT. HOOPS

k1


EP

OX

Y C

OA

TE

D R

EIN

FO

RC

ING

NO

N-C

OA

TE

D R

EIN

FO

RC

ING

1500

16

4

16

20


WING VERT.

0 0 0 0 0 0 0

56 VARIES 120

12‘000




1180

MARK SIZE MASS

15

15

15

25

25

25

15

15

15

15

15

15

15

15

15

15

15

15

25

25

15

15

15

15


560

1550 29

3200

h1

s1

t1



56

56 104

k2 15 1030

PAVING NOTCH

PAVING NOTCH

ONE SUPER. &

TWO ABUTS.




LOCATION

UNIT QUANTITY

5.2

STRUCTURAL STEEL

REINFORCING STEEL


PRETENSIONED

PRESTRESSED

CONCRETE BEAMS

CLASS 20 EXCAVATION

ITEM

FURNISH

DRIVE

QUANTITY

kg

kg

kg

EACH

m

m

EACH

EACH


þÿ�

þÿ�



SECTION 2, SLAB




ABUTMENT FOOTINGS





915915

p3

D=120

79

0

79

0

1120

460 460200

f3

D=150770




4850



820 p2


f4

Documents

DESIGN SHEET NO. OF FILE NO. DESIGN NO. · PDF filedetails - (l.a.) 7^31’-15^ skew standard sheet m2080 g1 h2 d5 t1 g2 g1 typ. g2 | abut. brg. beam spaces @ ... hp 250‘x‘85 steel