s/ Richard L. VanCleave 09/04/12 - IN.gov · /s/ Richard L. VanCleave 09/04/12 SUPERVISOR, ROADWAY...

STANDARD DRAWING NO.

INDIANA DEPARTMENT OF TRANSPORTATION

E 706-MSRW-01

ASIDE MSE WALL - PCCP

RAILING TYPE FC AND MOMENT SLAB

SEPTEMBER 2012

for details.

Construction joint type A. See Standard Drawing E 702-CJTA-01 3

FC details.

See Standard Drawing E 706-BRSF-01 for concrete railing type 2

diagrams and General Notes .

See Standard Drawing E 706-MSRW-10 for reinforcing-bar 1.

NOTES

/s/ Richard L. VanCleave 09/04/12

DATESUPERVISOR, ROADWAY STANDARDS

/s/ Mark A. Miller 09/04/12

DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

Structure backfill

PCCP

for PCCP

Subbase

2’-0"

9"

2"

Reinforced-concrete-moment-slab pay limits

#5 @ 10"

#4 @ 9"

slab

concrete moment

Top of reinforced

joint filler

1/2" preformed

of MSE wall

Rear face

of MSE wall

Front face

Ground reinforcement

Dowel bars

Tie bars

joint

construction

Longitudinal

2’-0"

2’-0"

2" cl.

8’-0" or shoulder width, whichever is greater.1’-6"

2 1/2 " cl.

thickness PCCP

Underdrain for MSE wall

type FC

Concrete railing2

3

2

1

1

8"



E 706-MSRW-02

ASIDE MSE WALL - PCCP

RAILING TYPE FT AND MOMENT SLAB

SEPTEMBER 2012

2

3

1

for details.


FT details.



See Standard Drawing E 706-MSRW-10 for reinforcing-bar 1

NOTES




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

Structure backfill

2 1/2 " cl.

for PCCP

SubbaseUnderdrain for MSE wall

2’-0"

9"

2"

#4 @ 9"

slab

concrete moment

Top of reinforced

of MSE wall

Front face


Dowel bars

joint

construction

Longitudinal

joint filler

1/2" preformed

of MSE wall

Rear face

2’-0"

2’-0"

#8 Bent Bar @ 10"


1’-6"

thickness PCCP

2" cl. (typ.)

type FT

Concrete railing

2

1

1

8’-0" or shoulder width, whichever is greater.

8"

Tie bars

PCCP



E 706-MSRW-03

ASIDE MSE WALL - HMA PAVEMENT


SEPTEMBER 2012

for details.


FC details.



See Standard Drawing E 706-MSRW-10 for reinforcing-bar 1.

NOTES

2

3

3

1

2




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

2’-0"

2’-0"

2’-0"

joint filler

1/2" preformed

#5 @ 10"

#4 @ 9"


Dowel bars

Subgrade line

Structure backfill


2"

2 1/2 " cl.

1’-6"



thickness (18" min.) HMA Pavement

2" cl.

slab

concrete moment

Top of reinforced

joint

construction

Longitudinal Pavement

Top of HMA

of MSE wall

Front face

MSE wall

Rear face of

type FC

Concrete railing

8"



E 706-MSRW-04

ASIDE MSE WALL - HMA PAVEMENT


SEPTEMBER 2012

2

3

1

2

3

1

for details.


FT details.




NOTES




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

Structure backfill


joint filler

1/2" preformed

of MSE wall

Rear face

2’-0"

2"

#4 @ 9"

slab

concrete moment

Top of reinforced

of MSE wall

Front face


Dowel bars

Subgrade line

Pavement

Top of HMA

joint

construction

Longitudinal

2’-0"

2’-0"

1’-6"



thickness (18" min.) HMA Pavement

2" cl. (typ.)

2 1/2 " cl.

#8 Bent Bar @ 10"

type FT

Concrete railing

8"



E 706-MSRW-05

ATOP MSE WALL - PCCP


SEPTEMBER 2012

for details.


FC details.




NOTES




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

2’-0"

Structure backfill

9"

4"



2"

2’-0"

5 1/4 " min.

2’-0"

45° chamfer


of MSE wall

Front face

#4 @ 9"

slab

concrete moment

Top of reinforced

joint

construction

Longitudinal

Tie bars

coping

Monolithic

Dowel bars

of MSE wall

Rear face

2 1/2 " cl.

thickness PCCP

#5 Bent Bar @ 10"

@ 10"

#4 Bent Bar

#4

#4


for PCCP

Subbase

PCCP

polystyrene

1" expanded

2" cl.

2

1

4

1 1

3

1 1/2 " cl.

2" cl.

1 1/2 " cl.

15" max. 2" min.

1’-6"

type FC

Concrete railing



E 706-MSRW-06

ATOP MSE WALL - PCCP


SEPTEMBER 2012

for details.


FT details.




NOTES

3

2

1

4

1 1




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

9"

4"

2"

2’-0"

Dowel bars


of MSE wall

Front face

#4 @ 9"

Tie bars

coping

Monolithic

of MSE wall

Rear face

45° chamfer

2’-0"

2’-0"

2 1/2 " cl.

@ 10"

#4 Bent Bar

#4

#4

polystyrene

1" expanded

5 1/4 " min.

PCCP

for PCCP

SubbaseUnderdrain for MSE wall

Structure backfill

thickness PCCP

joint

construction

Longitudinal

slab

concrete moment

Top of reinforced

1’-6"



#8 Bent Bar @ 10"

2" cl.

1 1/2 " cl.

15" max. 2" min.

1 1/2 " cl.

2" cl.

type FT

Concrete railing



E 706-MSRW-07

ATOP MSE WALL - HMA PAVEMENT


SEPTEMBER 2012

2

1

3

4

3

1

for details.


FC details.




NOTES




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

4"



2"

2’-0"

(18" min.)HMA pavement

Dowel bars

2’-0"

2’-0"

45° chamfer


#4 @ 9"

coping

Monolithic

Subgrade line

2 1/2 " cl.

@ 10"

#4 Bent Bar

#4

#4

polystyrene

1" expanded

5 1/4 " min.


Structure backfill

#5 Bent Bar @ 10"

joint

construction

Longitudinal

slab

concrete moment

Top of reinforced

Pavement

Top of HMA

of MSE wall

Front face

of MSE wall

Rear face

2" cl.

type FC

Concrete railing

1 1/2 " cl.

15" max. 2" min.

1 1/2 " cl.

2" cl.

1’-6"



E 706-MSRW-08

ATOP MSE WALL - HMA PAVEMENT


SEPTEMBER 2012

for details.


FT details.




NOTES




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

4"

2"

2’-0"

5 1/4 " min.

(18" min.)HMA pavement

Dowel bars

2’-0"


of MSE wall

Front face

#4 @ 9"

slab

concrete moment

Top of reinforced

Subgrade line

45° chamfer

Structure backfill


2’-0"

2 1/2 " cl.

@ 10"

#4 Bent Bar

#4

#4

polystyrene

1" expanded

coping

Monolithic

of MSE wall

Rear face

joint

construction

Longitudinal

Pavement

Top of HMA

#8 Bent Bar @ 10"

1’-6" 8’-0" or shoulder width, whichever is greater.


2" cl.

type FT

Concrete railing

2

1

1

3

4

3

1

1 1/2 " cl.

15" max. 2" min.

1 1/2 " cl.

2" cl.



MOMENT SLAB JOINTS

SEPTEMBER 2012

E 706-MSRW-09

See Standard Drawing E 503-CCPJ-02 for joint tie bars details.3

D-1 details.

See Standard Drawing E 503-CCPJ-01 for contraction joint type 2

moment-slab lengths shall coincide and be spaced at 18’-0".

Where used with HMA mainline pavement, concrete railing and 1.

NOTES

2 2

3




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

PLAN - REINFORCED CONCRETE MOMENT SLAB JOINTS

joints

Moment slab

joints

Shoulder

and MSE wall

End of moment slab

dowel bars

Type D-1 contraction joint

Moment slab edge2"

railin

gConcrete

Shoulder

width

Mo

ment-sla

b width

Railing length shall coincide with PCCP pavement joint

Concrete-railing length

dowel bars

Type D-1 contraction joint

shoulder only

#6 @ 1’-0", with PCCP

Longitudinal joint tie bars,

Moment-slab length shall coincide with PCCP pavement joint

Minimum moment-slab length 15’-0"

with PCCP shoulder only

Contraction joint type D-1,

with PCCP shoulder only

Contraction joint type D-1,

ADDITIONAL VERTICAL STEEL

PLAN - CONCRETE RAILING

1/4" max. open joint

Concrete Railing

Additional #5

(typ.)

2"

Spaces @ 8" (typ.)

2 Spaces @ 4" = 8" (typ.)

#5 @ 8"



E 706-MSRW-10

AT MSE WALL

RAILING AND MOMENT SLAB

SEPTEMBER 2012

See Standard Drawing E 703-BRST-01 for reinforcing-bar bending diagrams and notes.7.

6. Reinforcing bars in the moment slab shall be epoxy coated.

5. The moment slab shall be used only within the limits of the MSE wall.

For moment slab thickness > 15 in., this shall be moment-slab thickness plus 12 in.

For moment slab thickness = 15 in., this shall be 2’-0". 4

The thickness of the coarse aggregate No. 8 shall be equal to the combined thicknesses of the first two lifts of HMA, but not less than 6 in.3

See Standard Drawing E 731-MSEW-01 for coping details.2

See Standard Drawing E 706-MSRW-09 for plan view and additional reinforcing bars in the railing at the railing joints.1

GENERAL NOTES




DATECHIEF ENGINEER

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

1’-0"

11"

#4 BENT BAR

WITH STANDARD 180° HOOK

#8 BENT BAR

Moment-slab pay width minus 4"

Moment-slab pay width minus 4"

4

min

us 4"

4WITH STANDARD 90° BEND

#5 BENT BAR OR #8 BENT BAR

11"

min

us 1

7"

s/ Richard L. VanCleave 09/04/12 - IN.gov · /s/ Richard L. VanCleave 09/04/12 SUPERVISOR, ROADWAY...

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Transcript of s/ Richard L. VanCleave 09/04/12 - IN.gov · /s/ Richard L. VanCleave 09/04/12 SUPERVISOR, ROADWAY...