3"

Detail

Rusticatio

n

1"

2"

1"1"

Detail"

See "R

usticatio

nsurface

joint, roughen

construction

Mandatory

varies

3"

2"

9�"

8 - #5

#5

@

12"

1’- 10"

2�"

5"

1’- 10"

2’- 8"

7"

3’- 0"

1’- 4"

1’- 3"

2�"

1’- 5"

Conduit in Structure

2" Rigid

Metal

5.6.1(ON VOIDED SLABS)32" HIGH

STANDARD PARAPET

(If re

quired)

accordin

gly.

and th

e units desig

ned

eli

min

ate

d as re

quired

exterior

units shall b

e

length, th

e voids in th

e

To allo

w for

develo

pm

ent

required.

curv

ature, special stu

dies are

For structures on horizontal

(Typ.)

1" Bevel

1’ -0"

{ ~1"

Drip

2’- 11" min.

Varies

6"

Waterproofin

g (3"

min.)

Overlay

on

Membrane

Bitu

minous

Concrete

Note 1

See Plan

#5

@

1’ -0"

1. Reinforcement to be paid for under the ite

m "Prestressed Deck U

nits."

PLAN

NOTES:

See Plan Note 1

#5

@

12"

Plan Note 1

#5 in hook

See

10/03

2/11

Issue Date:

Revision Date:

Plate Number:

MANUAL

BRIDGE DESIGN

CONNECTICUT

2"

3"

Detail

Rusticatio

n

1"

2"

1"1"

Detail"

See "R

usticatio

n

surface

joint, roughen

construction

Mandatory

varies

3"

2"

9�"

1’- 10"

8 - #5

2�"

5"

#5

@

12"

1’- 3"

1’- 10"

2’ - 8"

7"

3’-0"

1’ - 4"

1’- 5"

Conduit in Structure

2" Rigid

Metal

10/03

5.6.2(ON BUTTED BOX BEAMS)

32" HIGHSTANDARD PARAPET

(If re

quired)

desig

ned accordin

gly.

shallo

wer and th

e units

exterior

units shall b

e

length, th

e voids in th

e

To allo

w for

develo

pm

ent

required.

curv

ature, special stu

dies are

For structures on horizontal

(Typ.)

1" Bevel

cover

1"

1’ -0"

{ ~1"

Drip

(2’ - 11" min.)

Varies

Waterproofin

g (3"

min.)

Overlay

on

Membrane

Bitu

minous

Concrete

6"

Note 1

See Plan

#5

@

1’ -0"

1. Reinforcement to be paid for under the ite

m "Prestressed Deck U

nits."

:PLAN

NOTES

Plan Note 1

#5 in hook

See

See Plan Note 1

#5

@

12"

2/11

Issue Date:

Revision Date:

Plate Number:

MANUAL

BRIDGE DESIGN

CONNECTICUT

10 - #7

3"

Detail

Rusticatio

n

1"

2"

1"1"

Detail"

See "R

usticatio

n

surface

joint, roughen

construction

Mandatory

3"

2"

Varies

11"

5"

1’- 11"

3�"

#6

@

12"

2’ - 8"

3’ - 6"

7"

3’- 0"

1’- 5"

2’- 2"

1’- 6"

2�"

Conduit in Structure

2" Rigid

Metal

10/03

5.6.3(ON VOIDED SLAB)

42" HIGHSTANDARD PARAPET

(Typ.)

1" Bevel

accordin

gly.

and th

e units desig

ned

eli

min

ate

d as re

quired

exterior

units shall b

e

length, th

e voids in th

e

To allo

w for

develo

pm

ent

required.

curv

ature, special stu

dies are

For structures on horizontal

1’ -0"

{ ~1"

Drip

3’- 9" min.

Varies

6"

Waterproofin

g (3"

min.)

Overlay

on

Membrane

Bitu

minous

Concrete

Note 1

See Plan

#5

@

1’ 0"

1. Reinforcement to be paid for under the ite

m "Prestressed Deck U

nits."

PLAN

NOTES:

(If re

quired)

Plan Note 1

#5 in hook

See

See Plan Note 1

#6

@

12"

2/11

Issue Date:

Revision Date:

Plate Number:

MANUAL

BRIDGE DESIGN

CONNECTICUT

10 - #7

3"

Detail

Rusticatio

n

1"

2"

1"1"

12"

Detail"

See "R

usticatio

n

surface

joint, roughen

construction

Mandatory

3"

2"

Varies

11"

5"

3�"

#6

@

12"

2’- 2"

1’ - 5"

7"2’- 8"

3’- 6" cover

1"

3- 0"

1’- 11"

2�"

1’- 6"

Conduit in Structure

2" Rigid

Metal

(ON BUTTED BOX BEAMS)42" HIGH

STANDARD PARAPET

5.6.4

10/03

(Typ.)

1" Bevel

(If re

quired)

desig

ned accordin

gly.

shallo

wer and th

e units

exterior

units shall b

e

length, th

e voids in th

e

To allo

w for

develo

pm

ent

required.

curv

ature, special stu

dies are

For structures on horizontal

{ ~1"

Drip

Waterproofin

g (3"

min.)

Overlay

on

Membrane

Bitu

minous

Concrete

(3’ -9" min.)

Varies

6"

Note 1

See Plan

#5

@

12"

1. Reinforce

ment to be paid for under the ite

m "Prestressed

Deck

Units."

PL

AN

NOTES:

See Plan Note 1

#6

@

12"

Plan Note 1

#5 in hook

See

2/11

Issue Date:

Revision Date:

Plate Number:

MANUAL

BRIDGE DESIGN

CONNECTICUT

1"

3"

Detail"

See "R

usticatio

n

Detail

Rusticatio

n

1"

2"

1"1"

Tooled edge

joint, roughen surface

Mandatory c

onsrtuction

(Typ.)

splice

1’-4"

9�"

1’ - 8" (Typ.)

7 - #5

Varies

1’- 3"

6"

2’- 3"

max.

3"

min.,

4"

1’- 4"#5

@

6"

Conduit in Structure

2" Rigid

Metal

(Typ.)

1" Bevel

See

Divisio

n I

(If re

quired)

** with pedestria

n railin

g

* with prote

ctive fe

nce

2’ -0" (**)

1’ -8" (*)

required.

curv

ature, special stu

dies are

For structures on horizontal

2’ -8" (**)

2’ -4" (*){ ~1"

Drip

10/03

5.6.5(ON VOIDED SLABS)

PARAPET WITH SIDEWALK

surface

Roughen co

ntact

1’ -0"

#5

@

1’ -0"

#5

@

1’ -0"

(3"

min.)

on

Membrane

Waterproofin

g

Bitu

minous

Concrete Overlay

1. Reinforcement to be paid for under the ite

m "Prestressed Deck U

nits."

Plan Notes:

See Plan Note 1

#5

@

1’ -0"

See Plan Note 1

#5 in hook

DESIG

N

GUID

ELIN

ES:

2/11

Issue Date:

Revision Date:

Plate Number:

MANUAL

BRIDGE DESIGN

CONNECTICUT

1"

3"

Detail"

See "R

usticatio

n

Detail

Rusticatio

n

1"

2"

1"1"

Tooled edge

joint, roughen surface

Mandatory c

onsrtuction

9�" 1"

1’- 8"

Varies

1’- 3"

#5

@

12"

#5

@

6"

7 - #5

6"

4"

1’- 3"

1’- 4"

2’- 3"

max.

3"

min.

Conduit in Structure

2" Rigid

Metal

surface

Roughen co

ntact

(Typ.)

1’- 4" splice

(Typ.)

1" Bevel

See

Divisio

n I

2’- 0" (**)

1’- 8" (*)

2’- 8" (**)

2’- 4" (*)

** with pedestria

n railin

g

* with prote

ctive fe

nce

(ON BUTTED BOX BEAMS)WITH SIDEWALK

PARAPET

5.6.6

10/03

(If re

quired)

{ ~1"

Drip

required.

curv

ature, special stu

dies are

For structures on horizontal

1’ -0"

#5

@

1’ -0"

(3"

min.)

on

Membrane

Waterproofin

g

Bitu

minous

Concrete Overlay

See Plan Note 1

#5

@

1’ -0" Plan Note 1

#5 in hook

See

DESIG

N

GUID

ELIN

ES:

1. Reinforcement to be paid for under the ite

m "Prestressed Deck U

nits."

PLAN

NOTES:

2/11

Issue Date:

Revision Date:

Plate Number:

MANUAL

BRIDGE DESIGN

CONNECTICUT