SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS...
Transcript of SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS...
![Page 1: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/1.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E0 - 1
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
SECTION E2 LEVEL 1 ROADSSIGNS AND LAYOUT DIAGRAMS
STATIC OPERATIONSE2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure
E2.2 TWO-WAY TWO-LANE LEVEL 1 ROAD: Other Hazard - Flooding
E2.3 TWO-WAY TWO-LANE LEVEL 1 ROAD: Temporary Road Closure - Lessthan five (5) minutes
E2.4 TWO-WAY TWO-LANE LEVEL 1 ROAD: One Lane Closure - TrafficVolume less than 1000 vpd
E2.5 TWO-WAY TWO-LANE LEVEL 1 ROAD: One Lane Closure - ManualTraffic Control
E2.6 TWO-WAY TWO-LANE LEVEL 1 ROAD: One Lane Closure - PortableTraffic Signals
E2.7 TWO-WAY TWO-LANE LEVEL 1 ROAD: One Lane Closure - TemporaryTwo-Lane Diversion
E2.8 TWO-WAY TWO-LANE LEVEL 1 ROAD: Work in Centre of Road
E2.9 TWO-WAY TWO-LANE LEVEL 1 ROAD: New Seal - Unattended and/orUnswept Work Site
E2.10 TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 1 ROAD: LeftLane Closure
E2.11 TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 1 ROAD: RightLane Closure
E2.12 TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 1 ROAD: OneLane Closure - Temporary Two Lane Diversion
E2.13 THREE-LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 1 ROAD:One Lane Closure - Left Lane
E2.14 THREE -LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 1 ROAD:Two Lane Closure - Left and Centre Lanes
E2.15 THREE-LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 1 ROAD:Two Lane Closure - Right and Centre Lanes
E2.16 THREE-LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 1 ROAD:Two Lane Closure - Two Lane Temporary Diversion
E2.17 TWO-WAY TWO-LANE LEVEL 1 ROAD: Work Site on a Side Road
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E0 - 2 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
E2.18 TWO-WAY TWO-LANE LEVEL 1 ROAD: Road Closure - Detour Route
E2.19 TWO-WAY TWO-LANE LEVEL 1 ROAD: Road Closure - TemporaryRoute around Hazard or Work Site
E2.20 TWO-WAY TWO-LANE LEVEL 1 ROAD: Work Site at Corner of anIntersection - Manual Traffic Control
E2.21 TWO-WAY TWO-LANE LEVEL 1 ROAD: Work Site in Centre of anIntersection
E2.22 TWO-WAY TWO-LANE LEVEL 1 ROAD: Footpath Closure - PermanentSpeed Limit less than 65 km/hr
E2.23 TWO-WAY TWO-LANE LEVEL 1 ROAD: Footpath Closure - TemporaryFootpath Provided
E2.24 TWO-WAY TWO-LANE LEVEL 1 ROAD: Cycle Lane Closure - TemporaryCycle Lane Provided
E2.25 PASSING LANE ON A TWO-WAY LEVEL 1 ROAD: Centre Lane Closure
E2.26 PASSING LANE ON A TWO-WAY LEVEL 1 ROAD: Left and Centre LaneClosure within the first 600m of a Passing Lane
E2.27 PASSING LANE ON A TWO-WAY LEVEL 1 ROAD: Lane Closure - SingleLane Direction
E2.28 TWO-WAY TWO-LANE LEVEL 1 ROAD: Seal Repairs - MultipleUnattended Work Sites
E2.29 TWO-WAY TWO-LANE LEVEL 1 ROAD: Seal Repairs - On a CurveUnattended Work Site
E2.30 TWO-WAY TWO-LANE LEVEL 1 ROAD: Typical Detour Route Signing -Route Plan
E2.30A TWO-WAY TWO-LANE LEVEL 1 ROAD: Typical Detour RouteSigning - Detail A
E2.30B TWO-WAY TWO-LANE LEVEL 1 ROAD: Typical Detour Route Signing -Detail B
E2.30C TWO-WAY TWO-LANE LEVEL 1 ROAD: Typical Detour Route Signing -Detail C
E2.30D TWO-WAY TWO-LANE LEVEL 1 ROAD: Typical Detour Route Signing -Detail D
E2.30E TWO-WAY TWO-LANE LEVEL 1 ROAD: Typical Detour Route Signing -Detail E
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E0 - 3
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
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E1 - 4 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 1
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.1: TWO-WAY TWO-LANE LEVEL 1 ROADShoulder Closure
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E2 - 2 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 3
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.2: TWO-WAY TWO-LANE LEVEL 1 ROADOther Hazard – Flooding
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E2 - 4 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 5
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.3: TWO-WAY TWO-LANE LEVEL 1 ROADTemporary Closure - Less than five (5) minutes
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E2 - 6 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 7
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.4: TWO-WAY TWO-LANE LEVEL 1 ROADOne Lane Closure - Traffic Volume less than 1000 vpd
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E2 - 8 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 9
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.5: TWO-WAY TWO-LANE LEVEL 1 ROADOne Lane Closure - Manual Traffic Control
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E2 - 10 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 11
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.6: TWO-WAY TWO-LANE LEVEL 1 ROADOne Lane Closure - Portable Traffic Signals
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E2 - 12 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 13
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.7: TWO-WAY TWO-LANE LEVEL 1 ROADOne Lane Closure - Two-Lane Temporary Diversion
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E2 - 14 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
![Page 19: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/19.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 15
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.8: TWO-WAY TWO-LANE LEVEL 1 ROADWork in the Centre of the Road
![Page 20: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/20.jpg)
E2 - 16 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
![Page 21: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/21.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 17
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.9: TWO-WAY TWO-LANE LEVEL 1 ROADNew Seal - Unattended and/or Unswept Work Site
![Page 22: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/22.jpg)
E2 - 18 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
![Page 23: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/23.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 19
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.10: TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 1 ROADLeft Lane Closure
![Page 24: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/24.jpg)
E2 - 20 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
![Page 25: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/25.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 21
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.11: TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 1 ROADRight Lane Closure
![Page 26: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/26.jpg)
E2 - 22 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
![Page 27: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/27.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 23
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.12: TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 1 ROADOne Lane Closure - Temporary Two-Lane Diversion
![Page 28: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/28.jpg)
E2 - 24 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
![Page 29: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/29.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 25
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.13: THREE-LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 1 ROADOne Lane Closure - Left Lane
![Page 30: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/30.jpg)
E2 - 26 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
![Page 31: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/31.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 27
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.14: THREE-LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 1 ROADTwo Lane Closure - Left and Centre Lanes
![Page 32: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/32.jpg)
E2 - 28 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
![Page 33: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/33.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 29
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.15: THREE-LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 1 ROADTwo Lane Closure - Right and Centre Lanes
![Page 34: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/34.jpg)
E2 - 30 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
![Page 35: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/35.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 31
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.16: THREE-LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 1 ROADTwo Lane Closure - Two Lane Temporary Diversion
![Page 36: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/36.jpg)
E2 - 32 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
![Page 37: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/37.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 33
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.17: TWO-WAY TWO-LANE LEVEL 1 ROADWork Site on a Side Road
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E2 - 34 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 35
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.18: TWO-WAY TWO-LANE LEVEL 1 ROADRoad Closure - Detour Route
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E2 - 36 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 37
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.19: TWO-WAY TWO-LANE LEVEL 1 ROADRoad Closure -Temporary Route around a Hazard or Work Site
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E2 - 38 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
![Page 43: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/43.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 39
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.20: TWO-WAY TWO-LANE LEVEL 1 ROADWorksite at Corner of an Intersection - Manual Traffic Control
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E2 - 40 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 41
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.21: TWO-WAY TWO-LANE LEVEL 1 ROADWork Site in Centre of an Intersection
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E2 - 42 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
This page is intentionally blank
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 43
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.22: TWO-WAY TWO-LANE LEVEL 1 ROADFootpath Closure - Permanent Speed Limit less than 70 km/h
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E2 - 44 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
![Page 49: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/49.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 45
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.23: TWO-WAY TWO-LANE LEVEL 1 ROADFootpath Closure - Temporary Footpath Provided
Note: Where the live lane width exceeds F additional pedestrian protection will be required.
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E2 - 46 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 47
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.24: TWO-WAY TWO-LANE LEVEL 1 ROADCycle Lane Closure - Temporary Cycle Lane Provided
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E2 - 48 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 49
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.25: PASSING LANE ON A TWO-WAY LEVEL 1 ROADCentre Lane Closure
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E2 - 50 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
![Page 55: SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 TWO-WAY TWO-LANE LEVEL 1 ROAD: Shoulder Closure E2.2 TWO-WAY TWO-LANE LEVEL](https://reader030.fdocuments.us/reader030/viewer/2022011921/60340c5e4e5b7028e214e82f/html5/thumbnails/55.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 51
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.26: PASSING LANE ON A TWO-WAY LEVEL 1 ROADLeft and Centre Lane Closure within the first 600m of a Passing Lane
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E2 - 52 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
Minimum Lane Widths
Permanent/Temporary Speed 30km/h
50km/h
60km/h
70km/h
80km/h
100km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths
Where the traffic flow contains a high proportion of heavy vehicles wider lanes may berequired for efficient traffic operation. Lane widths should, however, never be greater than4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 53
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E2.27: PASSING LANE ON A TWO-WAY LEVEL 1 ROADLane Closure - Single Lane Direction
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E2 - 54 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
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Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 55
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E2.28: TWO-WAY TWO-LANE LEVEL 1 ROADSeal Repairs - Multiple Unattended Work Sites
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E2 - 56 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
Permanent Speed Limit ≤ 50km/h
60km/h
70km/h
80km/h
100km/h
m m m m mTraffic Signs
A Sign Visibility Distance 50 60 70 80 100B Warning Distance 75 90 105 120 150C Sign Spacing 35 45 50 60 75
Safety ZonesD Longitudinal * 15 20 30 45 60
Lateral1. Behind Cones etc 1 1 1 1 12. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturersTapers
G Length Per Lane** 50 60 70 80 100K Minimum Distance between Tapers 50 60 70 80 100
Delineation DevicesSpacing in Taper 2.5 2.5 5.0 5.0 5.0Spacing (On Approaches, Between Tapersand Around the Working Area) 5 5 10 10 10
Table C2.2: Layout Distances for Level 1 Traffic Management
* A longitudinal safety zone is not required when a barrier completely protects theapproach end of the site.
** Taper length is based on a single lane shift of 3.5m. A 30m long taper may be used atall permanent speed limits to divert vehicles past a work site controlled by eitherManual Traffic Controllers (MTC’s) or portable traffic signals, provided a 30 km/htemporary speed limit has been applied. Delineation devices shall be placed at 2.5mcentres.
Except for the delineation device spacing, which is a maximum distance, the distancesspecified in the above table are minimum distances.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 57
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E2.29: TWO-WAY TWO-LANE LEVEL 1 ROADSeal Repairs - On a Curve, Unattended Work Site
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E2 - 58 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 59
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E2.30: TWO-WAY TWO-LANE LEVEL 1 ROADTypical Detour Route Signing - Route Plan
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E2 - 60 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
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E2.30A: TWO-WAY TWO-LANE LEVEL 1 ROADTypical Detour Route Signing - Detail A
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 61
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E2.30B: TWO-WAY TWO-LANE LEVEL 1 ROADTypical Detour Route Signing - Detail B
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E2 - 62 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
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E2.30C: TWO-WAY TWO-LANE LEVEL 1 ROADTypical Detour Route Signing - Detail C
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 63 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
E2.30D: TWO-WAY TWO-LANE LEVEL 1 ROAD Typical Detour Route Signing - Detail D
E2.30E: TWO-WAY TWO-LANE LEVEL 1 ROAD
Typical Detour Route Signing, Route Confirmation - Detail E
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E2 - 64 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
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