s/ Richard L. VanCleave 09/04/12 - IN.gov · 2017-05-16 · SEPTEMBER 2012 diagrams and General...
Transcript of s/ Richard L. VanCleave 09/04/12 - IN.gov · 2017-05-16 · SEPTEMBER 2012 diagrams and General...
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"
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.
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
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
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"
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
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
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
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"
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
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
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
I
G
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
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"
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
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"
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
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"