Traffic Management Guidelines for Structure Rehabilitation Projects

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1 , Traffic Management Guidelines for Structure Rehabilitation Projects February

2 Purpose & Background These guidelines were prepared in order to assist the Regional Structural Office in determining Traffic staging requirements for structural rehabilitations during the preliminary design phase of a project. The intent of this document is not to limit or replace the involvement of the Traffic Office during the preliminary or detail design stages of the work project. Rather it is to provide guidance on a starting point for the consideration of options in a structural rehabilitation project. Once the strategy for traffic management to support structural work is determined, consult the Regional Traffic Section. 2

3 Traffic Requirements for Structure Rehabilitations 2-Lane Highways Day Time Flagging Operation Minimum 3.5 metre lane width Minimum 0.5 metre offset (1.0 metre preferred) Traffic to be controlled by Traffic Control Persons (TCP). Remote Control Flagman can be used to assist, but not replace the TCP Posted speed limit should not exceed 60 km/h limit Portable Lane Control Signals not permitted to be used Portable Temporary Traffic Signals can be used for this operation (a PH-M-125 drawing is not required if this device is used for very short or short duration work as defined in Ontario Traffic Manual Book ). Partial Illumination is required if operations occur during the hours of darkness Alternate access or closure may be required if there are any entrances, or driveways that fall within the work zone Recommend only 1 access point to the work zone Signing considerations for farming and/or oversize, overweight equipment Ensure pedestrian access / facilities are provided / maintained Consult with Regional Traffic, if the work zone is within 500 metres of any existing traffic signal installation Consult with Regional Traffic regarding the placement of stop bar and taper lengths as they will differ from Figure TL-21 (Ontario Traffic Manual Book ) If Portable Temporary Traffic Signals are going to be used. See Page 14 3

4 RC-FLAGMAN PORTABLE LANE CONTROL SIGNAL 4

5 2-Lane Highways Work that requires a single lane operation less than 8-months Minimum 3.5 metre lane width Minimum 0.5 metre offset (1.0 metre preferred) Traffic to be controlled by either Portable Temporary Traffic Control Signals (PHM-125 drawing required) or Temporary Traffic Control Signals (PHM-125 and electrical design required) Portable Lane Control Signals not permitted to be used limit. Partial Illumination is required (Portable illumination on trailers is acceptable) Traffic Control Signal operation to be Fully Actuated and rests in Red. Additional traffic signal phases may be required if there are any side roads, freeway ramps, entrances, or driveways in the immediate vicinity of the structure (up to 50 metres) Alternate access or closure may be required if there are any entrances, or driveways that fall within the work zone To reduce delay and increase capacity, the parallel portion of the barrier should be minimized. It is recommended that only 1 full panel be placed beyond the expansion joint or approach slab depending on the work being conducted. The end treatment should be located as far off centreline as possible thereby reducing the overall length between the stop bars. Guide rail to be re-instated prior to the lane being re-opened to traffic If turned down flared end treatments are being used, they will have to meet clear zone requirements for the operating speed of the roadway Signing considerations for farming and/or oversize, overweight equipment Notification to be made to the MTO Carrier Permit Office of the reduced geometrics through the site. Ensure pedestrian access / facilities are provided / maintained and signed as needed. Consult with Regional Traffic regarding the placement of stop bar and taper lengths as they will differ from Figure TL-21 (Ontario Traffic Manual Book ) If Portable Temporary Traffic Signals are going to be used. See Figure TL-21 on Page 14 Consult with Regional Traffic, if the work zone is within 500 metres of any existing traffic signal installation 5

6 Temporary Traffic Signal Portable Temporary Traffic Signal 6

7 2-Lane Highways Work that requires a single lane operation greater than 8-months Minimum 3.5 metre lane width Minimum 0.5 metre offset (1.0 metre preferred) Temporary Traffic Control Signals (PHM-125 and electrical design required) Portable Lane Control Signals not permitted to be used limit. Portable Temporary Traffic Signals not recommended (see Portable Temporary Traffic Signal policy) Partial Illumination is required Traffic Control Signal operation to be Fully Actuated and rests in Red. Additional traffic signal phases may be required if there are any side roads, freeway ramps, entrances, or driveways in the immediate vicinity of the structure (up to 50 metres) Alternate access or closure may be required if there are any entrances, or driveways that fall within the work zone To reduce delay and increase capacity, the parallel portion of the barrier should be minimized. It is recommended that only 1 full panel be placed beyond the expansion joint or approach slab depending on the work being conducted. The end treatment should be located as far off centreline as possible thereby reducing the overall length between the stop bars. Guide rail to be re-instated prior to the lane being re-opened to traffic If turned down flared end treatments are being used, they will have to meet clear zone requirements for the operating speed of the roadway Signing considerations for farming and/or oversize, overweight equipment Notification to be made to the MTO Carrier Permit Office for oversized moves of the reduced geometrics through the site. Ensure pedestrian access / facilities are provided / maintained and signed as needed. Consult with Regional Traffic regarding the placement of stop bar and taper lengths as they will differ from Figure TL-21 (Ontario Traffic Manual Book ) If Portable Temporary Traffic Signals are going to be used. See Figure TL-21 on Page 14 Consult with Regional Traffic, if the work zone is within 500 metres of any existing traffic signal installation

8 Grade Separations Yield To Oncoming Traffic Rarely used, should only be considered where traffic volumes are very low. Not to be used on horizontal curves. Used when traffic volumes do not meet the criteria for traffic control signals (OTM Book 5 Regulatory Signs Page Table 4 Maximum One-way Volumes) Sight visibility must be available for approaching motorists to see the opposing roadway beyond the single lane section for a distance at least equal to the length of the single lane section or the stopping distance of an opposing vehicle whichever is greater Recommend advisory 60 km/h speed limit signs be installed, if posted speed limit is Regulatory 80 km/h limit. Signing must be provided to warn motorists in both directions of the single lane operation ahead Minimum 3.5 metre lane width Minimum 0.5 metre offset (1.0 metre preferred) Alternate access or closure may be required if there are any entrances, or driveways that fall within the work zone To reduce delay and increase capacity, the parallel portion of the barrier should be minimized. It is recommended that only 1 full panel be placed beyond the expansion joint or approach slab depending on the work being conducted. Guide rail to be re-instated prior to the lane being re-opened to traffic If turned down flared end treatments are being used, they will have to meet clear zone requirements for the operating speed of the roadway Signing considerations for farming and/or oversize, overweight equipment Notification to be made to the MTO Carrier Permit Office for oversized moves of the reduced geometrics through the site. Ensure pedestrian access / facilities are provided / maintained Consult with Regional Traffic, if the work zone is within 500 metres of any existing traffic signal installation 8

9 9

10 10

11 Interchanges Work on Arterial Roads Day Time Flagging Operation On crossing roads only, no flagging operations permitted on freeways Minimum 3.5 metre lane width Minimum 0.5 metre offset (1.0 metre preferred) Traffic to be controlled by Traffic Control Persons (TCP). RC Flagman can be used to assist not replace the TCP Portable Temporary Traffic Signals can be used for this operation (a PH-M-125 drawing is not required if this device is used for very short or short duration work as defined in Ontario Traffic Manual Book. limit Posted speed limit should not exceed 60 km/h Partial Illumination is required if operations occur during the hours of darkness Alternate access or closure may be required if there are any entrances, or driveways that fall within the work zone Signing considerations for farming and/or oversize, overweight equipment Ensure pedestrian access / facilities are provided / maintained and signed as needed. Consult with Regional Traffic regarding the placement of stop bar and taper lengths as they will differ from Figure TL-21 (Ontario Traffic Manual Book ) if Portable Temporary Traffic Signals are going to be used. See Figure TL-21 on Page 14 Consult with Regional Traffic, if the work zone is within 500 metres of any existing traffic signal installation Notify road authority of the work, if other than MTO, for the benefit of emergency services and transit operators 11

12 Interchanges Work on Arterial Roads Work that requires a single lane operation less than 8-months Minimum 3.5 metre lane width Minimum 0.5 metre offset (1.0 metre preferred) Traffic to be controlled by either Portable Temporary Traffic Signals (PHM-125 drawing required) or Temporary Traffic Control Signals (PHM-125 drawing and electrical design required) Portable Lane Control Signals not permitted to be used. limit. Partial Illumination is required (Portable illumination on trailers is acceptable) Traffic Control Signal operation to be Fully Actuated and rests in Red. Additional traffic signal phases may be required if there are any side roads, freeway ramps, entrances, or driveways in the immediate vicinity of the structure (up to 50 metres) Alternate access or closure may be required if there are any entrances, or driveways that fall within the work zone To reduce delay and increase capacity, the parallel portion of the barrier should be minimized. It is recommended that 1 full panel be placed beyond the expansion joint or approach slab depending on the work being conducted. The end treatment should be located as far off centreline as possible thereby reducing the overall length between the stop bars. Guide rail to be re-instated prior to the lane being re-opened to traffic If turned down flared end treatments are being used, they will have to meet clear zone requirements for the operating speed of the roadway Signing considerations for farming and/or oversize, overweight equipment Ensure pedestrian access / facilities are provided / maintained and signed as needed. Notification to be made to the MTO Carrier Permit Office for oversized moves of the reduced geometrics through the site. Consult with Regional Traffic, if the work zone is within 500 metres of any existing traffic signal installation Consult with Regional Traffic, regarding the placement of stop bar and taper lengths as they will differ from Figure TL-21 (Ontario Traffic Manual Book ) See Figure TL-21 on Page 14 Notify road authority of the work, if other than MTO, for the benefit of emergency services and transit operators 12

13 Interchanges Work on Arterial Roads Work that requires a single lane operation greater than 8-months Minimum 3.5 metre lane width Minimum 0.5 metre offset (1.0 metre preferred) Temporary Traffic Control Signals (PHM-125 and electrical design required) Portable Lane Control Signals not permitted to be used limit. Portable Temporary Traffic Signals not recommended (see Portable Temporary Traffic Signal policy) Partial Illumination is required Traffic Control Signal operation to be Fully Actuated and rests in Red. Additional traffic signal phases may be required if there are any side roads, freeway ramps, entrances, or driveways in the immediate vicinity of the structure (up to 50 metres) Alternate access or closure may be required if there are any entrances, or driveways that fall within the work zone To reduce delay and increase capacity, the parallel portion of the barrier should be minimized. It is recommended that only 1 full panel be placed beyond the expansion joint or approach slab depending on the work being conducted. The end treatment should be located as far off centreline as possible thereby reducing the overall length between the stop bars. Guide rail to be re-instated prior to the lane being re-opened to traffic If turned down flared end treatments are being used, they will have to meet clear zone requirements for the operating speed of the roadway Signing considerations for farming and/or oversize, overweight equipment Ensure pedestrian access / facilities are provided / maintained and signed as needed. Notification to be made to the MTO Carrier Permit Office for oversized moves of the reduced geometrics through the site. Consult with Regional Traffic, if the work zone is within 500 metres of any existing traffic signal installation Consult with Regional Traffic regarding the placement of stop bar and taper lengths as they will differ from Figure TL-21 (Ontario Traffic Manual Book ) See Figure TL-21 on Page 14 13

14 14

15 Freeways Operation less than 2-months A Queue Analysis is required to determine the number of lanes necessary based on traffic volumes, commercial percentages, terrain, lane widths, and offset. Regional Traffic will provide Queue Analysis if in-house design Minimum 3.5 metre lane widths limit Temporary Concrete Barrier required (Planning & Design involvement required) Offset to barrier / parapet wall 0.5 metres for a single lane operation, metre for a multi-lane operation. Guide rail to be re-instated prior to the lane being re-opened to traffic Turned down or flared ends are not to be used on freeways with a posted speed of greater than 90km/h. Signing considerations for oversize, overweight equipment Notification to be made to the MTO Carrier Permit Office for oversized moves of the reduced geometrics through the site. Operation greater than 2-months A Queue Analysis is required to determine the number of lanes necessary based on traffic volumes, commercial percentages, terrain, lane widths, and offset. Regional Traffic will provide Queue Analysis if in-house design Minimum 3.5 metre lane widths limit. Temporary Concrete Barrier required (Planning & Design involvement required) Offset to barrier / parapet wall 0.5 metres for a single lane operation, metre for a multi-lane operation Guide rail to be re-instated prior to the lane being re-opened to traffic Turned down or flared ends are not to be used on freeways with a posted speed of greater than 90km/h. Signing considerations for oversize, overweight equipment Notification to be made to the MTO Carrier Permit Office for oversized moves of the reduced geometrics through the site. 15

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