CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E0 - 1 ____________________ SP/M/010 - Third Edition: November 2004 Update ____________________ SECTION E2 LEVEL 1 ROADS SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS E2.1 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 - Less than five (5) minutes E2.4 TWO-WAY TWO-LANE LEVEL 1 ROAD: One Lane Closure - Traffic Volume less than 1000 vpd E2.5 TWO-WAY TWO-LANE LEVEL 1 ROAD: One Lane Closure - Manual Traffic Control E2.6 TWO-WAY TWO-LANE LEVEL 1 ROAD: One Lane Closure - Portable Traffic Signals E2.7 TWO-WAY TWO-LANE LEVEL 1 ROAD: One Lane Closure - Temporary Two-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/or Unswept Work Site E2.10 TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 1 ROAD: Left Lane Closure E2.11 TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 1 ROAD: Right Lane Closure E2.12 TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 1 ROAD: One Lane 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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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E0 - 1
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
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.
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 1
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
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.
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 3
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
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.
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
E2 - 6 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 8 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 10 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 11
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
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.
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 13
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
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.
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
E2 - 16 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 18 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 20 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 22 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 24 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 26 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 28 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 30 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 32 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 34 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 35
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
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.
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
E2 - 38 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 40 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 42 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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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
E2 - 44 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 45
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
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.
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
E2 - 48 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 50 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
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
E2 - 52 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 53
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.27: PASSING LANE ON A TWO-WAY LEVEL 1 ROADLane Closure - Single Lane Direction
E2 - 54 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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.
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 55
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
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.
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 57
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________
E2.29: TWO-WAY TWO-LANE LEVEL 1 ROADSeal Repairs - On a Curve, Unattended Work Site
E2 - 58 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT
____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT E2 - 59
____________________ SP/M/010 - Third Edition: November 2004 Update ____________________