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TRANSCRIPT
![Page 1: Cover - portal.ct.gov · Issue Date: Revision Date: Plate Number: MANUAL BRIDGE DESIGN CONNECTICUT. 2 " 3" D e ta il R u s ti c a ti o n 1 " 2 " 1" 1" D e ta il" S e e q "R u s ti](https://reader033.vdokument.com/reader033/viewer/2022060504/5f1dadcba5324b56b13a53ee/html5/thumbnails/1.jpg)
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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
![Page 42: Cover - portal.ct.gov · Issue Date: Revision Date: Plate Number: MANUAL BRIDGE DESIGN CONNECTICUT. 2 " 3" D e ta il R u s ti c a ti o n 1 " 2 " 1" 1" D e ta il" S e e q "R u s ti](https://reader033.vdokument.com/reader033/viewer/2022060504/5f1dadcba5324b56b13a53ee/html5/thumbnails/42.jpg)
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
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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
![Page 44: Cover - portal.ct.gov · Issue Date: Revision Date: Plate Number: MANUAL BRIDGE DESIGN CONNECTICUT. 2 " 3" D e ta il R u s ti c a ti o n 1 " 2 " 1" 1" D e ta il" S e e q "R u s ti](https://reader033.vdokument.com/reader033/viewer/2022060504/5f1dadcba5324b56b13a53ee/html5/thumbnails/44.jpg)
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
![Page 45: Cover - portal.ct.gov · Issue Date: Revision Date: Plate Number: MANUAL BRIDGE DESIGN CONNECTICUT. 2 " 3" D e ta il R u s ti c a ti o n 1 " 2 " 1" 1" D e ta il" S e e q "R u s ti](https://reader033.vdokument.com/reader033/viewer/2022060504/5f1dadcba5324b56b13a53ee/html5/thumbnails/45.jpg)
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
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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