rs 1a: side road treatment - prbdb.gov.inprbdb.gov.in/files/misc/drawingspwdpunjab.pdfrs 1a: side...
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RS 1A: Side Road Treatment
TM03
TM04
LM23
LM23
DM01
1.5m to 6m
Rumble Strip made of pre-mix
Note:-
1. Figure, abbreviations, and details
mentioned shall be read in
conjunction with IRC 67 2012
(Road Signs) and IRC 35 2015
(Pavement Markings), unless
otherwise indicated in the standard
drawing for road signs/ markings.
2. Ideally at least 10m length of side
road shall be brought to flat
gradient
maximum (5-10m)
Fig. 15.10
Fig. 15.09
Fig. 15.50
Fig. 14.01
LM23
(Main Road Bituminous Width < 5.5m)
Comprehensive Road Safety Assessment on State Roads of Punjab State
Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 1 of 35
RS 1B: Side Road Treatment
(Main Road Bituminous Width 5.5 to 7m)
TM03
TM04
LM23
LM23
DM01
1.5m to 6m
Rumble Strip made of pre-mix
maximum (5-10m)
Fig. 15.10
Fig. 15.09
Fig. 15.50
Fig. 14.01
LM05 LM05
Note:-
1. Figure, abbreviations, and
details mentioned shall be read
in conjunction with IRC 67 2012
(Road Signs) and IRC 35 2015
(Pavement Markings), unless
otherwise indicated in the
standard drawing for road signs/
markings.
2. Ideally at least 10m length of
side road shall be brought to flat
gradient
LM23
LM23
Comprehensive Road Safety Assessment on State Roads of Punjab State
Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 2 of 35
RS 1C: Side Road Treatment
(Main Road Bituminous Width 7 to 10m)
TM03TM04
LM05 LM05
LM24
LM24
LM 24
AM01AM06
DM01
1.5m to 6m
LM19
maximum (6-10m)
Rumble Strip made of pre-mix
Fig. 15.10
Fig. 15.10
Fig. 15.50
Fig. 14.01
Fig. 16.04
Fig. 16.04
LM 24
Note:-
1. Figure, abbreviations, and details
mentioned shall be read in
conjunction with IRC 67 2012
(Road Signs) and IRC 35 2015
(Pavement Markings), unless
otherwise indicated in the standard
drawing for road signs/ markings.
2. Ideally at least 10m length of side
road shall be brought to flat
gradient
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 3 of 35
RS 1D: T Junction with Right turn Lane with Marking
30.0m 15.0m 100.0m20.0m100.0m
3.0m
3.5m
3.0m
3.5m
3.5m
3.5m
15.50Ghost Island (with
Marking)
Fig. 16.04
Fig. 16.01
Fig. 16.01
Fig
. 1
6.0
4
14.01
15.18
(Main Road Bituminous Width> 10m)
Note:-
1. Figure, abbreviations, and
details mentioned shall be read
in conjunction with IRC 67 2012
(Road Signs) and IRC 35 2015
(Pavement Markings), unless
otherwise indicated in the
standard drawing for road signs/
markings.
2. Ideally at least 10m length of
side road shall be brought to flat
gradient
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 4 of 35
30.0m 15.0m 100.0m20.0m30.0m15.0m100.0m
RS 1E Cross Junction with Right turn Lane with Marking
Fig. 16.01
Fig. 16.01
3.5m
3.0m
3.5m
Fig. 15.50
Ghost Island
(with Marking)
Ghost Island
(with Marking)
3.5m
3.0m
3.5m
Fig. 14.01
Ghost Island
(with Marking)
Fig. 16.04
Fig. 14.01
Fig. 15.14
Fig. 15.50
Fig. 15.14
Fig. 16.04
(Main Road Bituminous Width> 10m)
1. Figure, abbreviations, and
details mentioned shall be read
in conjunction with IRC 67 2012
(Road Signs) and IRC 35 2015
(Pavement Markings), unless
otherwise indicated in the
standard drawing for road signs/
markings.
2. Ideally at least 10m length of
side road shall be brought to flat
gradient
Note:-
Comprehensive Road Safety Assessment on State Roads of Punjab State
Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 5 of 35
RADIUS (R)
Fig. 15.74
Fig. 15.74
Fig. 15.74
LM 23
Fig. 15.74
Note:
1. Figure, abbreviations, and details
mentioned shall be read in
conjunction with IRC 67 2012
(Road Signs) and IRC 35 2015
(Pavement Markings), unless
otherwise indicated in the standard
drawing for road signs/ markings.
2. Chevrons shall be as per Clause
15.63 and spacing shall be as per
Table 15.3 of IRC 67 2012
RS 2A: Acute Curves with Speed Reduction
( Bituminous Width < 5.5m)
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 6 of 35
RS 2B: Acute Curves with Speed Reduction
RADIUS (R)
No-Overtaking
line followed by
Warning line
Fig. 15.74
Fig. 15.74
Fig. 15.74
LM 23
LM 05
LM 24
Fig. 15.74
Note:
1. Figure, abbreviations, and details
mentioned shall be read in
conjunction with IRC 67 2012
(Road Signs) and IRC 35 2015
(Pavement Markings), unless
otherwise indicated in the standard
drawing for road signs/ markings.
2. Chevrons shall be as per Clause
15.63 and spacing shall be as per
Table 15.3 of IRC 67 2012
( Bituminous Width 5.5 to 7m)
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 7 of 35
RS 2C: Acute Curves with Speed Reduction
RADIUS (R)
No-Overtaking
line followed by
Warning line
Note:
1. Figure, abbreviations, and details
mentioned shall be read in
conjunction with IRC 67 2012
(Road Signs) and IRC 35 2015
(Pavement Markings), unless
otherwise indicated in the standard
drawing for road signs/ markings.
2. Chevrons shall be as per Clause
15.63 and spacing shall be as per
Table 15.3 of IRC 67 2012
Fig. 15.74
Fig. 15.74
Fig. 15.74
Fig. 15.74
LM 24
LM 05
LM 24
( Bituminous Width > 7m)
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 8 of 35
Note:
1. Figure, abbreviations, and details
mentioned shall be read in
conjunction with IRC 67 2012
(Road Signs) and IRC 35 2015
(Pavement Markings), unless
otherwise indicated in the standard
drawing for road signs/ markings.
2. Chevrons shall be as per Clause
15.63 and spacing shall be as per
Table 15.3 of IRC 67 2012
Requiring Warning / Chevron Signs (BT width <5.5m)
Figure RS3A:-Curves with Substantial Deflection Angle
LM 23
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 9 of 35
No-Overtaking
line followed by
Warning line
Note:
1. Figure, abbreviations, and details
mentioned shall be read in
conjunction with IRC 67 2012
(Road Signs) and IRC 35 2015
(Pavement Markings), unless
otherwise indicated in the standard
drawing for road signs/ markings.
2. Chevrons shall be as per Clause
15.63 and spacing shall be as per
Table 15.3 of IRC 67 2012
LM 23
LM 05
LM 24
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Requiring Warning / Chevron Signs (BT width = 5.5m to 7.0m )
Figure RS3B:-Curves with Substantial Deflection Angle
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 10 of 35
No-Overtaking
line followed by
Warning line
Note:
1. Figure, abbreviations, and details
mentioned shall be read in
conjunction with IRC 67 2012
(Road Signs) and IRC 35 2015
(Pavement Markings), unless
otherwise indicated in the standard
drawing for road signs/ markings.
2. Chevrons shall be as per Clause
15.63 and spacing shall be as per
Table 15.3 of IRC 67 2012
LM 24
LM 05
LM 24
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Requiring Warning / Chevron Signs (BT width > 7.0m )
Figure RS3C:-Curves with Substantial Deflection Angle
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 11 of 35
Figure RS4:- Curves Requiring Chevron Signs Only
Note:
1. Figure, abbreviations, and details
mentioned shall be read in
conjunction with IRC 67 2012
(Road Signs) and IRC 35 2015
(Pavement Markings), unless
otherwise indicated in the standard
drawing for road signs/ markings.
2. Chevrons shall be as per Clause
15.63 and spacing shall be as per
Table 15.3 of IRC 67 2012
LM 24
LM 05
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73Fig. 15.73
Fig. 15.73
Fig. 15.73
Fig. 15.73
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 12 of 35
Figure RS5:- Curves Delineation with Delineator Posts
Delineator Posts
Note:
1. Figure, abbreviations, and details
mentioned shall be read in
conjunction with IRC 67 2012 (Road
Signs) and IRC 35 2015 (Pavement
Markings), unless otherwise indicated
in the standard drawing for road
signs/ markings.
2. Delineator post, (with Retro Reflector
(RR) pasted on both side, i.e Red
color RR on immediate left hand side
shoulder and white color on right side
shoulder.
LM 24
LM 05
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 13 of 35
Figure RS6A:Gateway with Speed Table
ZIG-ZAG Hazard Marking
HM21/HM22
HM21/HM22
HM23/HM24
Note:-
Figure, abbreviations, and details mentioned shall be
read in conjunction with IRC 67 2012 (Road Signs)
and IRC 35 2015 (Pavement Markings), unless
otherwise indicated in the standard drawing for road
signs/ markings.
2) Locations where speed has to be curtailed shall
be provided with speed table as shown here.
3) The approach of speed Table shall be alerted
with set of rumble strip and details shall be that
provided for rumble strip in Fig 7.
2000
300
100
150
200
600
150
2000
100
300
150
200
600
150
2000
100
300
150
ZIG-ZAG Hazard Marking i.e. HM21/HM22
ZIG-ZAG Hazard Marking i.e. HM23/HM24
BM01
LM23
HM21/HM22
HM23
45m to 110m 45m to 110m
LM23
Thermoplastic Marking of 300mm
wide and 5mm height, at 600mm
apart (one set is of 6 Strips)
FIG. 15.33
FIG. 15.33
FIG. 15.49+FIG. 14.23FIG. 15.49+FIG. 14.23
FIG. 14.40
FIG. 14.37
FIG. 14.37
10m
FIG. 15.49+FIG. 14.23
FIG. 14.37
FIG. 14.37
Speed Table
Speed Table
1)
FIG. 15.49+FIG. 14.23
FIG. 14.40
(BT width <5.5m)
10m X 1-1.5m
Raised Platform
Hazardous Reach
Hazardous Reach
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 14 of 35
Figure RS6B:Gateway with Speed Table
ZIG-ZAG Hazard Marking
HM21/HM22
HM21/HM22
HM23/HM24
Note:-
1. Figure, abbreviations, and details mentioned shall
be read in conjunction with IRC 67 2012 (Road
Signs) and IRC 35 2015 (Pavement Markings),
unless otherwise indicated in the standard drawing
for road signs/ markings.
2) Locations where speed has to be curtailed shall be
provided with speed table as shown here.
3) The approach of speed table shall be altered with
set of rumble strip and details shall be that provided
for rumble strip in Fig 7.
2000
300
100
150
200
600
150
2000
100
300
150
200
600
150
2000
100
300
150
ZIG-ZAG Hazard Marking i.e. HM21/HM22
ZIG-ZAG Hazard Marking i.e. HM23/HM24
BM01
LM23
HM21/HM22
HM23
45m to 110m 45m to 110m
LM23
Thermoplastic Marking of 300mm
wide and 5mm height, at 600mm apart
(one set is of 6 Strips)
FIG. 15.33
FIG. 15.33
FIG. 15.49+FIG. 14.23
FIG. 14.40
FIG. 14.40
FIG. 14.37
FIG. 14.37
10m
FIG. 15.49 +
FIG. 14.23
FIG. 15.49 +FIG. 14.23
FIG. 14.37
FIG. 14.37
FIG. 15.49+FIG. 14.23
LM05
LM05
Speed Table
Speed Table
(BT width = 5.5m to 7.0m)
10m X 1-1.5m
Raised Platform
10m X 1-1.5m
Raised Platform
Hazardous Reach
Hazardous Reach
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 15 of 35
Figure RS6C:Gateway with Speed Table
ZIG-ZAG Hazard Marking
HM21/HM22
HM21/HM22
HM23/HM24
2000
300
100
150
200
600
150
2000
100
300
150
200
600
150
2000
100
300
150
ZIG-ZAG Hazard Marking i.e. HM21/HM22
ZIG-ZAG Hazard Marking i.e. HM23/HM24
BM01/BM02/BM03
LM24
HM21/HM22
HM24
45m to 110m 45m to 110m
LM24
Thermoplastic Marking of 300mm
wide and 5mm height, at 600mm
apart (one set is of 6 Strips)
FIG. 15.33
FIG. 15.33
FIG. 15.49+FIG. 14.23
FIG. 14.40
FIG. 14.40
FIG. 14.37
FIG. 14.37
10m
FIG. 15.49+
FIG. 14.23
FIG. 15.49+FIG. 14.23
FIG. 14.37
FIG. 14.37
FIG. 15.49+
FIG. 14.23
LM05 LM05
Speed Table
Speed Table
(BT width > 7.0m)
Note:-
1. Figure, abbreviations, and details mentioned shall
be read in conjunction with IRC 67 2012 (Road
Signs) and IRC 35 2015 (Pavement Markings),
unless otherwise indicated in the standard drawing
for road signs/ markings.
2) Locations where speed has to be curtailed shall be
provided with speed table as shown here.
3) The approach of speed table shall be altered with
set of rumble strip and details shall be that provided
for rumble strip in Fig 7.
10m X 1-1.5m
Raised Platform
10m X 1-1.5m
Raised Platform
Hazardous Reach
Hazardous Reach
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 16 of 35
Figure RS7A: Gateway with Rumble Strip
LM23
Approach Speed (kmph)
Bar Marking (Number of TM08)
Distance (d1, d2, d3 & d4)
Upto 50km 1 set d1=50,51 to 65 2 set D1=50, d2=8066 to 80kmph 3 set D1=50m, d2=80m, d3=120m81 to 100kmph 4 set D1=50, d2=80, d3=120, d4=180m
from Hazard
One set
of TM08
Note:-
1. Figure, abbreviations, and details
mentioned shall be read in conjunction with
IRC 67 2012 (Road Signs) and IRC 35
2015 (Pavement Markings), unless
otherwise indicated in the standard drawing
for road signs/ markings.
1) Location where speed has to be curtailed
with soft treatment ie. Rumble Strip.
FIG. 14.23+FIG. 14.37
FIG. 14.23+FIG. 14.37
FIG. 15.50
FIG. 14.40
FIG. 15.33
FIG. 15.33
FIG. 14.23+FIG. 14.37
FIG. 14.23+FIG. 14.37
FIG. 14.40
FIG. 15.50
LM23
LM23
LM23
(BT width <5.5m)
10m X 1-1.5m
Raised Platform
Hazardous Reach
Hazardous Reach
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 17 of 35
Figure RS7B: Gateway with Rumble Strip
LM23
Approach Speed (kmph)
Bar Marking (Number of TM08)
Distance (d1, d2, d3 & d4)
Upto 50km 1 set d1=50,51 to 65 2 set D1=50, d2=8066 to 80kmph 3 set D1=50m, d2=80m, d3=120m81 to 100kmph 4 set D1=50, d2=80, d3=120, d4=180m
d1
from Hazard
One set
of TM08
Note:-
1. Figure, abbreviations, and details
mentioned shall be read in conjunction with
IRC 67 2012 (Road Signs) and IRC 35
2015 (Pavement Markings), unless
otherwise indicated in the standard drawing
for road signs/ markings.
1) Location where speed has to be curtailed
with soft treatment ie. Rumble Strip.
FIG. 14.23+FIG. 14.37
FIG. 14.23+FIG. 14.37
FIG. 15.50
FIG. 14.40
FIG. 15.33
FIG. 15.33
FIG. 14.23+FIG. 14.37
FIG. 14.23+FIG. 14.37
FIG. 14.40
FIG. 15.50
LM05
LM23
LM05
LM23LM23
(BT width =5.5m to 7.0m)
10m X 1-1.5m
Raised Platform
Hazardous Reach
Hazardous Reach
Comprehensive Road Safety Assessment on State Roads of Punjab State
Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 18 of 35
Figure RS7C: Gateway with Rumble Strip
LM24
Approach Speed (kmph)
Bar Marking (Number of TM08)
Distance (d1, d2, d3 & d4)
Upto 50km 1 set d1=50,51 to 65 2 set D1=50, d2=8066 to 80kmph 3 set D1=50m, d2=80m, d3=120m81 to 100kmph 4 set D1=50, d2=80, d3=120, d4=180m
from Hazard
One set
of TM08
Note:-
1. Figure, abbreviations, and details
mentioned shall be read in conjunction with
IRC 67 2012 (Road Signs) and IRC 35
2015 (Pavement Markings), unless
otherwise indicated in the standard drawing
for road signs/ markings.
1) Location where speed has to be curtailed
with soft treatment ie. Rumble Strip.
FIG. 14.23+FIG. 14.37
FIG. 14.23+FIG. 14.37
FIG. 15.50
FIG. 14.40
FIG. 15.33
FIG. 15.33
FIG. 14.23+FIG. 14.37
FIG. 14.23+FIG. 14.37
FIG. 14.40
FIG. 15.50
LM05
LM24
LM05
LM24LM24
LM24
(BT width > 7.0m)
10m X 1-1.5m
Raised Platform
Hazardous Reach
Hazardous Reach
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 19 of 35
Figure RS8: Mid Block Pedestrian Crossing
BM01
LM24
LM24LM05
LM05
500mm
NOTE:
1. Figure, abbreviations, and details mentioned shall be read in
conjunction with IRC 67 2012 (Road Signs) and IRC 35 2015
(Pavement Markings), unless otherwise indicated in the
standard drawing for road signs/ markings.
1) In an Un-Signalised crossing, pedestrian crossing marking
shall be around 2 to 3 m from stop line.
2) In a Signalised crossing, pedestrian Marking around 1 to 1.5 m
in advance of a primary signal.
2m/3m/4m
45m to 110m
FIG. 15.33
FIG. 15.33
10m X 1-1.5m
Raised Platform
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 20 of 35
Figure RS9: Details of Speed Table
Speed Table
5.0m 1.7m1.7m
100mm
Plan
Cross-Section
Typical Layout of Raised Pedestrian Croosing (Speed Table)
Speed Table
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 21 of 35
Rumble Strip made of pre-mix
X
X
200 300 200 300 200 300 200 300 200 300 200
Prem
ix 15 to
25m
m
Premix of 200mm X 15 to 25 mm Height @ 300mm clear
Space, with transverse marking of 150mm
Cross Section XX
Transverse marking of 150mm
150
RS 9A: Rumble Strip with Premix
Comprehensive Road Safety Assessment on State Roads of Punjab State
Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 22 of 35
Figure RS10A:- Treatment for structures
NOTE:
1. Figure, abbreviations, and details mentioned
shall be read in conjunction with IRC 67
2012 (Road Signs) and IRC 35 2015
(Pavement Markings), unless otherwise
indicated in the standard drawing for road
signs/ markings.
FIG. 15.77
FIG. 15.76
FIG. 15.76
FIG. 15.77
HM19
HM19
LM24
(BT width narrowing)
Structure / Roadside Hazard
SECTION A - A
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 23 of 35
Figure RS10B:- Treatment for structures
NOTE:
1. Figure, abbreviations, and details
mentioned shall be read in conjunction
with IRC 67 2012 (Road Signs) and IRC
35 2015 (Pavement Markings), unless
otherwise indicated in the standard
drawing for road signs/ markings.
FIG. 15.77
FIG. 15.76
FIG. 15.76
FIG. 15.77
LM05
LM23
LM23
Structure / Roadside Hazard
SECTION A - A
Comprehensive Road Safety Assessment on State Roads of Punjab State
Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 24 of 35
Figure RS11: Parking Restriction
Kerb Painting also in yellow colour
to establish the extent of restriction
Read Section where parking has been restricted.
Restriction Sign
at 50m interval
Note:-
1. Figure, abbreviations, and details mentioned
shall be read in conjunction with IRC 67 2012
(Road Signs) and IRC 35 2015 (Pavement
Markings), unless otherwise indicated in the
standard drawing for road signs/ markings.
Fig. 14.28 Fig. 14.28 Fig. 14.28
Fig. 14.40
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 25 of 35
81
27
R24
R
2
4
NE
UT
RA
L A
XIS
39
TRAFFIC FACE
81
14
312
POST
1800
Steel Spacer Block (150x75x5Channel Section)
81
51 108 108
736
75
312
100 100
95
95
50
19x64 slotted hole
(optional)
23x29 slotted hole
for splice bolts.
25 Ø holes
51 108 108 51
50
260
50
Steel Post (150x75x5)Channel Section
180
730±25m
312
Hot dip Galvanized
rail of 3mm thick
10°
108 108
825±20
2100
159
81
75 108 108
760
75
502
200
190
50
81
27
R24
R
2
4
NE
UT
RA
L A
XIS
39
TRAFFIC FACE
81
14
502
61
51
190
Steel Post (150x75x5)Channel Section
Steel Spacer Block (150x75x5Channel Section)
145
260
145
180
190
159
Hot dip Galvanized
rail of 3mm thick
10°
502
27
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Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 26 of 35
PLAN
ELEVATION
POST NO.:P1
POST NO.:P2
TRAFFIC DIRECTION
POST NO.:P3 to P6
TIMBER BREAKAWAY LINE POST
%%UMODIFIED ECCENTRIC LOADER TERMINAL (MELT)
GENERAL ARRANGEMENT
Note: All dimensions are in milimeter(mm)
Fig 12 b: Modified Eccentric Loader Terminal (MELT) Arrangement: W Beam Treatment on Approach side
ELEVATION
END POST
Fig 12 c: Trailing Terminal (TT) Arrangement:-
W Beam Treatment on Departure side
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Fig 9.12: Crash Barrier
RS12E: W Beam to Concrete Connection Details & Lateral Placementof W-Beam
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E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-09.jpgE:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-10.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-11.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-12.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-35.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-34.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-50.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-16.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-79.jpg
The Sizes and Dimensions of Cautionary / Warning Sign & Sitting Distances
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-07.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-13.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-14.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-17.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-18.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-19.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-24.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-25.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-26.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-36.jpg
Figure RS13 : Warning Sign
E:\Rekha_1st August 2011\Projects\IRC 67\IRC all plates\IRC all Plates\Road sign-Plate-II\Road Sing-JPEG-75.jpg
School Zone
Comprehensive Road Safety Assessment on State Roads of Punjab State
Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 29 of 35
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-I\Road Sing-JPEG-23.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-I\Road Sing-JPEG-37.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-I\Road Sing-JPEG-28.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-I\Road Sing-JPEG-29.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-I\Road Sing-JPEG-48.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-IV\Road Sing-JEPG-38.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-I\Road Sing-JPEG-50.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-IV\Road Sing-JEPG-01.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-IV\Road Sing-JEPG-06.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-IV\Road Sing-JEPG-14.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-IV\Road Sing-JEPG-07.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-IV\Road Sing-JEPG-08.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-I\Road Sing-JPEG-02.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-I\Road Sing-JPEG-01.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-I\Road Sing-JPEG-43.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-I\Road Sing-JPEG-40.jpg
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-IV\Road Sing-JEPG-48.jpg
Sizes and Dimensions of Mandatory and Regulatory Signs
E:\Rekha_1st August 2011\NH-15\IRC all Plates\Road sign-Plate-I\Road Sing-JPEG-25.jpg
Figure RS14 : Mandatory & Facility Information Signs
1000
1000
E:\Rekha_1st August 2011\Projects\IRC 67\IRC all plates\IRC all Plates\Road sign-Plate-IV\Road Sing-JEPG-11.jpg
E:\Rekha_1st August 2011\Projects\IRC 67\IRC all plates\IRC all Plates\Road sign-Plate-IV\Road Sing-JEPG-24.jpg
900
Pedestrian InformatoryHump Informatory on Main road
E:\Rekha_1st August 2011\Projects\IRC 67\IRC all plates\IRC all Plates\Road sign-Plate-IV\Road Sing-JEPG-24.jpg
Hump Informatory on Side road
Speed Limit
Fig. 17.13 Police Station Fig. 17.35 Bus Stop
Comprehensive Road Safety Assessment on State Roads of Punjab State
Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 30 of 35
Fig 16.17 DEFINITION / SUPPLEMENTARY PLATE
Figure RS14A : Direction Information Signs
Comprehensive Road Safety Assessment on State Roads of Punjab State
Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 31 of 35
Paved
NORMAL SECTION
Paved
WARNING SECTION
NO-OVERTAKING
SECTION
18m Spacing9m Spacing
18m Spacing9m Spacing
6mSpacing
6mSpacing
6m Spacing
6m Spacing
6m Spacing
6m Spacing
Figure RS15: Longitudinal Marking & Roads Studs
50mm from edge lineBi-directional
(Red-White)
Bi-directional
(White-White)
Bi-directional
(White-Red)
50mm
Bi-directional
(Red-White)
Bi-directional
(White-Red)
Bi-directional
(Yellow-Yellow)
Bi-directional Road Stud (Red-White)
Bi-directional Road Stud (White-White)
Bi-directional Road Stud (Yellow-Yellow)
Se
ctio
n a
t A
-A
Note:-
1) Figure, abbreviations, and details
mentioned shall be read in conjunction
with IRC 67 2012 (Road Signs) and IRC
35 2015 (Pavement Markings), unless
otherwise mentioned.
Comprehensive Road Safety Assessment on State Roads of Punjab State
Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 32 of 35
Marking
Abbreviation
Type Length of Line
Segment (mm)
Length of
Gap (mm)
Width (mm) Colour Pattern
Table A.1: Longitudinal Markings (LM)
LM05
Broken White6000 3000 150
6000
150
3000
LM19100
500
500
LM23100
LM24
150
Broken
Continuous
Continuous
White
White
White
500 500 100
NA NA 100
NA NA 150
(Contd..)
TM03
200
TM04
600
100
Marking
Abbreviation
Type Length of Line
Segment (mm)
Length of
Gap (mm)
Width (mm) Colour Pattern
Continuous
(Two Lines
separated by
300mm apart)
Broken
White
White
Each Solid
Line of
200mm
600 300 100
Table A.2: Transverse Markings (TM)
Two Solid Line
200
300
300
TM01
200
Continuous One Solid Line 200 White
TM08 YellowFull
Carriageway
1200Bar Marking
600
600
600
1200
1200
6000
150
200
HM19Deflecting
White
6000150 200
HM21ZIG-ZAG
(Hazard)
White
HM22ZIG-ZAG
(Hazard)
Yellow
200
600
150
2000
150
350
150
200
600
150
2000
100
300
150
NA150 NA
NA100 NA
Space (mm) Colour PatternMarking
Abbreviation
Type
Width(mm)
Table A.3: Hazard Markings (HM)
Longitudinal
Diagonal /
Chevron
Gap in
Between (mm)
Colour Pattern
White500
White500
White500
BM01
BM02
BM03
Marking
Abbreviation
Type
Dimension (mm)
Rectangular Block
Table A.4: Block Markings (BM)
Length Breadth
Rectangular Block
Rectangular Block
2000 500
3000 500
4000 500
2000
500
500
3000
500
500
4000
500
500
AM01
Straight
Arrow
3500500
White
3500
3500
500
AM06
Right
& Left
Arrow
White
3500750
750
3500
Marking
Abbreviation
Type Length of Line
Segment (mm)
Width (mm) Colour Pattern
Table A.1: Longitudinal Markings (LM)
Figure RS16 : Pavement Markings (Ref. IRC 35 2015)
Comprehensive Road Safety Assessment on State Roads of Punjab State
Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 33 of 35
10 m
NOTE:
1. Figure, abbreviations, and details mentioned
shall be read in conjunction with IRC 67
2012 (Road Signs) and IRC 35 2015
(Pavement Markings), unless otherwise
indicated in the standard drawing for road
signs/ markings.
FIG. 15.50
FIG. 15.50
FIG. 14.23
FIG. 15.33
FIG. 14.23 FIG. 15.33 FIG. 14.40
FIG. 14.40
School Zone Sign
RS19 - School Zone Treatment
LM24
School Zone Sign
School Zone Sign
School Zone Sign
Comprehensive Road Safety Assessment on State Roads of Punjab State
Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 34 of 35
FIG. 15.77+FIG. 14.48
RS20 - Median cut in 4-Lane Section
FIG. 15.77+FIG. 14.48
LM24
LM24
LM05
HM19
1. Figure, abbreviations, and details mentioned
shall be read in conjunction with IRC 67 2012 (Road
Signs) and IRC 35 2015 (Pavement Markings), unless
otherwise indicated in the standard drawing for road
signs/ markings.
Comprehensive Road Safety Assessment on State Roads of Punjab State
Punjab Roads & Bridge Development Boards Standard Proposal Drawings Page 35 of 35