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

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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 DATE SUPERVISOR, ROADWAY STANDARDS /s/ Mark A. Miller 09/04/12 DATE CHIEF ENGINEER STATE OF No. A A D I N I N P R O F E S O I S N L A N E I G E N R E R G E I S T E R D E R I C H A R D L . V a n C L E A V E 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 "c l . thickness PCCP Underdrain for MSE wall type FC Concrete railing 2 3 2 1 1 8"

Transcript of 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

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    OFE

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    RGEISTER

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    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"

  • STANDARD DRAWING NO.

    INDIANA DEPARTMENT OF TRANSPORTATION

    E 706-MSRW-02

    ASIDE MSE WALL - PCCP

    RAILING TYPE FT AND MOMENT SLAB

    SEPTEMBER 2012

    2

    3

    1

    for details.

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

    FT details.

    See Standard Drawing E 706-BRSF-02 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.

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    RGEISTER

    DE

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    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

    Ground reinforcement

    Dowel bars

    joint

    construction

    Longitudinal

    joint filler

    1/2" preformed

    of MSE wall

    Rear face

    2’-0"

    2’-0"

    #8 Bent Bar @ 10"

    Reinforced-concrete-moment-slab pay limits

    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

  • STANDARD DRAWING NO.

    INDIANA DEPARTMENT OF TRANSPORTATION

    E 706-MSRW-03

    ASIDE MSE WALL - HMA PAVEMENT

    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

    2

    3

    3

    1

    2

    /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

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    9750

    2’-0"

    2’-0"

    2’-0"

    joint filler

    1/2" preformed

    #5 @ 10"

    #4 @ 9"

    Ground reinforcement

    Dowel bars

    Subgrade line

    Structure backfill

    Underdrain for MSE wall

    2"

    2 1/2 " cl.

    1’-6"

    Reinforced-concrete-moment-slab pay limits

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

    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"

  • STANDARD DRAWING NO.

    INDIANA DEPARTMENT OF TRANSPORTATION

    E 706-MSRW-04

    ASIDE MSE WALL - HMA PAVEMENT

    RAILING TYPE FT AND MOMENT SLAB

    SEPTEMBER 2012

    2

    3

    1

    2

    3

    1

    for details.

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

    FT details.

    See Standard Drawing E 706-BRSF-02 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

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    OFE

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    RD L. VanCLE

    AVE

    9750

    Structure backfill

    Underdrain for MSE wall

    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

    Ground reinforcement

    Dowel bars

    Subgrade line

    Pavement

    Top of HMA

    joint

    construction

    Longitudinal

    2’-0"

    2’-0"

    1’-6"

    Reinforced-concrete-moment-slab pay limits

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

    thickness (18" min.) HMA Pavement

    2" cl. (typ.)

    2 1/2 " cl.

    #8 Bent Bar @ 10"

    type FT

    Concrete railing

    8"

  • STANDARD DRAWING NO.

    INDIANA DEPARTMENT OF TRANSPORTATION

    E 706-MSRW-05

    ATOP 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

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    9750

    2’-0"

    Structure backfill

    9"

    4"

    Reinforced-concrete-moment-slab pay limits

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

    2"

    2’-0"

    5 1/4 " min.

    2’-0"

    45° chamfer

    Ground reinforcement

    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

    Underdrain for MSE wall

    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

  • STANDARD DRAWING NO.

    INDIANA DEPARTMENT OF TRANSPORTATION

    E 706-MSRW-06

    ATOP MSE WALL - PCCP

    RAILING TYPE FT AND MOMENT SLAB

    SEPTEMBER 2012

    for details.

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

    FT details.

    See Standard Drawing E 706-BRSF-02 for concrete railing type 2

    diagrams and General Notes .

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

    NOTES

    3

    2

    1

    4

    1 1

    /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

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    RGEISTER

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    RD L. VanCLE

    AVE

    9750

    9"

    4"

    2"

    2’-0"

    Dowel bars

    Ground reinforcement

    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"

    Reinforced-concrete-moment-slab pay limits

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

    #8 Bent Bar @ 10"

    2" cl.

    1 1/2 " cl.

    15" max. 2" min.

    1 1/2 " cl.

    2" cl.

    type FT

    Concrete railing

  • STANDARD DRAWING NO.

    INDIANA DEPARTMENT OF TRANSPORTATION

    E 706-MSRW-07

    ATOP MSE WALL - HMA PAVEMENT

    RAILING TYPE FC AND MOMENT SLAB

    SEPTEMBER 2012

    2

    1

    3

    4

    3

    1

    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

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    EN

    RE

    RGEISTER

    DE

    RIC

    HA

    RD L. VanCLE

    AVE

    9750

    4"

    Reinforced-concrete-moment-slab pay limits

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

    2"

    2’-0"

    (18" min.)HMA pavement

    Dowel bars

    2’-0"

    2’-0"

    45° chamfer

    Ground reinforcement

    #4 @ 9"

    coping

    Monolithic

    Subgrade line

    2 1/2 " cl.

    @ 10"

    #4 Bent Bar

    #4

    #4

    polystyrene

    1" expanded

    5 1/4 " min.

    Underdrain for MSE wall

    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"

  • STANDARD DRAWING NO.

    INDIANA DEPARTMENT OF TRANSPORTATION

    E 706-MSRW-08

    ATOP MSE WALL - HMA PAVEMENT

    RAILING TYPE FT AND MOMENT SLAB

    SEPTEMBER 2012

    for details.

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

    FT details.

    See Standard Drawing E 706-BRSF-02 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

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    EN

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    RGEISTER

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    RIC

    HA

    RD L. VanCLE

    AVE

    9750

    4"

    2"

    2’-0"

    5 1/4 " min.

    (18" min.)HMA pavement

    Dowel bars

    2’-0"

    Ground reinforcement

    of MSE wall

    Front face

    #4 @ 9"

    slab

    concrete moment

    Top of reinforced

    Subgrade line

    45° chamfer

    Structure backfill

    Underdrain for MSE wall

    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.

    Reinforced-concrete-moment-slab pay limits

    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.

  • STANDARD DRAWING NO.

    INDIANA DEPARTMENT OF TRANSPORTATION

    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

    /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

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    RGEISTER

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    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"

  • STANDARD DRAWING NO.

    INDIANA DEPARTMENT OF TRANSPORTATION

    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

    /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

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    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"

    E706-MSRW-01E706-MSRW-02E706-MSRW-03E706-MSRW-04E706-MSRW-05E706-MSRW-06E706-MSRW-07E706-MSRW-08E706-MSRW-09E706-MSRW-10