APPENDIX 10.3 CRASH TABLES

CONTRIBUTING FACTORS- POSSIBLE ACTIONS

CONTRIBUTING FACTORS: INTERSECTION - REAR-END

FACTORS

OTHER CRASH TYPES

OBSERVATIONS/MEASURES/CALCULATIONS

Capacity

Head-on with turning vehicle

Are turning volumes heavy?

Are through lanes blocked by turning vehicles? Is the intersection capacity adequate?

  • calculate capacity, levels of service.
  • check available gaps, delays, vehicle queues.
  • are crashes occurring at rush hours?

At traffic signals

Is the signal timing adequate (length of each phase, necessity of an exclusive turning phase)?

Is there an unusual signal sequence that may confuse drivers?

Protection Turning

manoeuvres

Head-on with turning vehicle

Are vehicles completing non-priority turning manoeuvres separated from

through vehicles?

Surface condition

Wet-surface crashes Single-vehicle crashes 

Is skid resistance adequate?

  • surface polishing, bleeding, contamination.

Check for hazardous manoeuvres that may be related to surface deficiencies (potholes, waves, other deformations, water accumulation).

Drivers’ behaviour

Right-angle collisions,

Head-on with turning vehicles

Are available sight distances sufficient to allow safe braking and manoeuvring at intersection?

  • observe/measure available sight distances and compare with required sight distances (for all permitted and non-priority manoeuvres).
  • check sight distances at possible ends of vehicle queues.

 

Sight distance

Right angle collisions Single vehicle crashes

Are available sight distances sufficient to allow safe braking and manoeuvring at intersection?

  • observe/measure available sight distances and compare with required sight distances (for all permitted and non-priority manoeuvres).
  • check sight distances at possible ends of vehicle queues.

Unexpected intersection

Right-angle collisions Single-vehicle crashes

Is the intersection conspicuous?

Is the presence of the intersection coherent in the road environment?

  • check for excessive speeds, late braking, brake marks.

Road

access

Access-related crashes

Are crashes related to manoeuvres at access points near the intersection?

Is the presence of the access expected (visibility, road category)?

Is access geometry adequate (width, channelization, additional lane)?

 

Road lighting

Nighttime crashes

Are crashes occurring at night?

Check for the presence and condition of the road lighting system (at night)

Presence of pedestrians or cyclists

Collisions with pedestrians or cyclists

Are crossing pedestrians/cyclists clearly visible?

  • check for pedestrian/cyclist sight obstructions (parked or stopped vehicles, stands, etc.).
  • check for pedestrian/cyclist compliance with traffic rules.
  • check for related traffic conflicts.

Weather conditions

Crashes under adverse conditions (rain, fog, etc.)

Plan the site visit when adverse conditions are likely to be observed.

POSSIBLE ACTIONS: INTERSECTION - REAR-END

FACTORS

POSSIBLE ACTIONS

REFERENCES

Capacity

Add turning lane and channelization.

 Prohibit turning manoeuvres.

 Change signal timing (exclusive turning lane).

Technical sheet: Intersections

Protection Turning

manoeuvres

Add turning lane, channelization.

 Pave shoulders.

 Prohibit turning manoeuvres.

 

Surface condition

Proceed to superficial surface treatments (grooving, sand blasting, etc).

Resurface. 

Improve drainage conditions.

Correct structural deficiencies.

Add warning sign (temporary measure).

Technical sheet: Road surface condition

Technical study: Friction

Drivers’ behaviour

Increase visibility of stop signs/signal heads/intersection.

Install advance-warning signs.

Implement traffic-calming measures.

Increase drivers’ education and police enforcement.

Install surveillance cameras.

Technical study: Spot speed

Sight distance

Install warning signs/devices.

Remove sight obstructions.

Separate turning vehicles in exclusive lanes.

Prohibit turning manoeuvres.

Technical sheet: Sight distance

Technical study: Sight distance

Unexpected intersection

Increase intersection conspicuity through road signs, channelization, road lighting, landscaping; elimination of competing information (street parking, stands, advertising, etc.).

Re-design intersection (e.g. roundabout).

 Close/relocate intersection.

Technical sheet: Intersections

Road

access

Improve access geometry.

Prohibit some access-related manoeuvres (median barrier, traffic island).

Close/relocate access.

 

Road lighting

Install or improve road lighting.

Are crashes occurring at night?

Check for the presence and condition of the road lighting system (at night)

Presence of pedestrians or cyclists

Improve pedestrian/cyclist visibility (crossing, parking prohibition, etc.).

Separate pedestrians/cyclists and motorized traffic (traffic signal, exclusive phase, grade-separated crossing).

Technical study: Traffic count

Technical study: Traffic conflicts

Weather conditions

Improve maintenance.

Install warning signs (e.g. wind gusts, fog).

 

CONTRIBUTING FACTORS: HEAD-ON WITH TURNING VEHICLE

FACTORS

OTHER CRASH TYPES

OBSERVATIONS/MEASURES/CALCULATIONS

Capacity

Rear-end collisions

Are turning volumes heavy?

Are through lanes blocked by turning vehicles? Is the intersection capacity adequate?

  • calculate capacity, levels of service.
  • check available gaps, delays, vehicle queues.
  • are crashes occurring at rush hours?

At traffic signals

Is the signal timing adequate (length of each phase, necessity of an exclusive turning phase)?

Is there an unusual signal sequence that may confuse drivers?

Protection Turning

manoeuvres

Rear-end collisions

Are vehicles completing non-priority turning manoeuvres separated from

through vehicles?

Are turning drivers hurrying their manoeuvres to avoid approaching vehicles from behind?

Drivers’ behaviour

Rear-end collisions Right-angle collisions

Check for short gap acceptance, red light running or excessive speed 

May turning drivers have difficulties in estimating the speed of opposing vehicles?

Sight distance

Right angle collisions Single vehicle crashes

Are available sight distances sufficient to allow safe turning manoeuvres?

  • observe/measure available sight distances and compare with required turning sight distances.

At traffic signals

  • check visibility of signal heads.

Road

access

Access-related crashes

Are crashes related to manoeuvres at access points near the intersection?

Is the presence of the access expected (visibility, road category)?

Is access geometry adequate (width, channelization, additional lane)?

POSSIBLE ACTIONS: HEAD-ON WITH TURNING VEHICLE

FACTORS

POSSIBLE ACTIONS

REFERENCES

Capacity

Add turning lane and channelization.

Install all-way stops.

Install traffic signals, add an exclusive turning phase.

Prohibit turning manoeuvres.

Change intersection into roundabout.

Technical sheet: Intersections

Protection Turning

manoeuvres

Add turning lane and channelization.

 Pave shoulders.

 Prohibit turning manoeuvres.

Technical sheet: Intersections

Drivers’ behaviour

Install traffic signal with exclusive turning phases, increase the duration of

change intervals (yellow, all red).

Implement traffic-calming measures.

Increase drivers’ education.

Increase police enforcement.

Technical study: spot speed

Sight distance

Remove sight obstructions.

 Prohibit turning manoeuvres.

 Modify right-of-way rules (all-way stops, exclusive turning phases).

Technical sheet: Sight distance

Technical study: Sight distance

Road

access

Improve access visibility.

Improve access geometry (width, channelization, merging/diverging lane).

Prohibit some access-related manoeuvres (median barrier, traffic islands).

Close/relocate access.

 

CONTRIBUTING FACTORS: INTERSECTION-RIGHT-ANGLE

FACTORS

OTHER CRASH TYPES

OBSERVATIONS/MEASURES/CALCULATIONS

Capacity

Rear-end collisions

Are turning volumes heavy?

Are through lanes blocked by turning vehicles? Is the intersection capacity adequate?

  • calculate capacity, levels of service.
  • check available gaps, delays, vehicle queues.
  • are crashes occurring at rush hours?

At traffic signals

Is the signal timing adequate (length of each phase, necessity of an exclusive turning phase)?

Is there an unusual signal sequence that may confuse drivers?

Sight distance

Rear-end collisions Single-vehicle crashes

Are available sight distances sufficient to allow safe manoeuvres?

  • observe/measure available sight distances and compare with required sight distances.

At traffic signals

  • check visibility of signal heads.

Drivers’ behaviour

Rear-end collisions

Head-on with turning vehicle

Check for short gap acceptance, red light running or excessive speed.

Road signs

 

Do road signs conform with standards (sequence, size, location, height)? Is the stop sign clearly visible?

  • check for obstruction by parked or stopped vehicles, trees, stands etc.

Marking

 

Is the stop line clearly visible?

Are vehicles stopped position safe?

Road width

 

Are manoeuvring difficulties increased by excessive lane or roadway width?

Turning radii

 

Excessive radii

Check for the presence of wide turning radii that encourage incomplete stopping manoeuvres and excessive turning speeds.

Insufficient radii

Check for the presence of insufficient turning radii that force heavy vehicles to encroach in adjacent lanes.

Unexpected intersection

Rear-end collisions Single-vehicle crashes 

Is the presence of the intersection likely to surprise drivers unfamiliar with the area?

  • visibility and conspicuity of intersection, coherence of the intersection in the road environment, first mandatory stop after several kilometres, end of high-speed facility.
  • check for excessive speeds, late braking, brake marks.

Weather conditions

Crashes under adverse conditions (rain, fog, etc.)

Plan the site visit when adverse conditions are likely to be observed.

POSSIBLE ACTIONS: INTERSECTION-RIGHT-ANGLE

FACTORS

POSSIBLE ACTIONS

REFERENCES

Capacity

Install all-way stops.

Install traffic signals, change timing.

Add channelization (median refuge).

Prohibit some manoeuvres.

Change intersection into roundabout.

Technical sheet: Intersections

Sight distance

Install warning signs/devices.

Remove sight obstructions (trees, parking spaces near the intersection, etc.).

Prohibit turning manoeuvres.

Modify right-of-way rules (all-way-stops, signal phasing).

Improve signal lenses visibility (location, angle, visors, etc.).

Technical sheet: Sight distance

Technical study: Sight distance

Drivers’ behaviour

Install advance-warning signs.

Install traffic signals.

Increase visibility of stop signs/signal lenses.

Implement traffic-calming measures.

Increase drivers’ education.

Increase police enforcement.

Install surveillance cameras.

Technical study: Spot speed

Road signs

Improve road signs.

 

Marking

Improve marking (e.g. stop lines).

 

Excessive road width

Reduce lane/road width (median refuge, other islands, marking).

Install traffic signals, change timing.

 

Turning radii

Modify turning radii (channelize, improve marking).

Modify lane widths.

 

Unexpected intersection

Increase intersection conspicuity:

  • road signs, channelization, road lighting, landscaping.
  • elimination of competing information (street parking, stand, advertising, etc.).

 Re-design intersection (e.g. roundabout).

 Close/relocate intersection.

 

CONTRIBUTING FACTORS: INTERSECTION- PEDESTRIAN/CYCLIST

FACTORS

OTHER CRASH TYPES

OBSERVATIONS/MEASURES/CALCULATIONS

Insufficient protection

 

Do existing facilities provide adequate protection for pedestrians?

  • crossing characteristics (location, width, median refuge material, road signs, markings).
  • check pedestrian crossing times, delays, available crossing gaps.

Traffic signals

  • Is a traffic signal with an exclusive pedestrian phase required?
  • Are pedestrian phases of adequate lengths?

Have safety needs of all pedestrian categories been properly considered?

  • baby carriages, children, elderly people, disabled persons, wheelchairs (e.g. low curbs, gentle slopes, handrails, etc.).

Sight distance

 

Are pedestrians and cyclists clearly visible when crossing?

  • sight obstructions may be permanent (e.g. vertical curve, building), temporary (e.g. parked vehicle) or seasonal (e.g. vegetation, snow).

Traffic signals

Are pedestrian signal heads clearly visible to pedestrians (e.g. hidden by a stopped bus)?

Behaviour

 

Speed

  • Are vehicle speeds compatible with pedestrian safety (based on crossing times, available sight distances)?

Drivers of motorized vehicles

  • Are drivers yielding to pedestrians and cyclists?
  • Are drivers complying with traffic regulations (mandatory stops, red lights)? 

Pedestrians/cyclists

  • Are pedestrians/cyclists crossing at designated locations?
  • Are pedestrians/cyclists crossing at designated times (traffic signals)?

Road lighting

Nighttime crashes

  • Are pedestrian or cyclist crashes occurring at night?
  • Check the presence and condition of the road lighting system (at night) 

  • Are pedestrian and cyclist facilities adequate for night usage (if required)?

POSSIBLE ACTIONS: INTERSECTION- PEDESTRIAN/CYCLIST

FACTORS

POSSIBLE ACTIONS 

REFERENCES

Insufficient protection

Add or improve crossing facilities, their location or their signing.

Install traffic signals with an exclusive pedestrian phase.

Provide grade-separated crossing.

Provide adequate protection for particular pedestrian needs. (e.g. audible traffic signal for blind people).

 

Sight distance

Install warning signs/devices.

Remove sight obstructions (e.g. relocate street parking).

Relocate crossing.

Change right-of-way rules.

Improve signal lens visibility.

Technical sheet: Sight distance

Technical study: Sight distance

Speed and other behaviour

Improve road signs.

Increase separation between pedestrians/cyclists and motorized road users (exclusive phase, median refuge, grade-separated crossings barriers to guide pedestrians to designated crossings).

Implement traffic-calming measures.

Increase drivers’ education.

Increase police enforcement.

Install speed cameras.

Technical study: Spot speed

Road lighting

Install or improve road lighting.

 

CONTRIBUTING FACTORS: SECTION- SINGLE VEHICLE

FACTORS

OTHER CRASH TYPES

OBSERVATIONS/MEASURES/CALCULATIONS

Horizontal alignment

Head-on collisions 

Wet-surface crashes

Is the horizontal curve clearly visible?

Are significant speed reductions required when approaching the curve? [speed differentials]

Are warning signs and devices adapted to road conditions (e.g. first sharp curve)?

Check for late braking, brake marks, encroachments.

Vertical alignment

Crashes involving trucks Rear-end collision

Are grade characteristics obvious (e.g., compound grade)?

Check for potential sources of traffic conflicts, particularly at hill bottom. 

Are warning signs and devices adapted to grade conditions?

Is brake overheating possibility low?

Is safety equipment adapted to hill features and traffic conditions (check brake area, arrester bed)?

Do features of truck lanes allow safe traffic operation? (alignment, lane length, taper features)

Are truck downhill speeds safe

Cross- section

Head-on collisions Sideswipe collisions

Is the general aspect of the road cross-section adequate for the road category and traffic conditions (e.g. too narrow lanes for heavy vehicles)?

Are channelization features safe (curb height, alignment, end treatment).

Is transition adequate at cross section change (divided/undivided, lane drop)? 

Are rumble strips provided if required?

Check for encroachments, lane/shoulder drop-off.

Surface condition

Wet-surface crashes Rear-end collisions

Is skid resistance adequate?

  • surface polishing, bleeding, contamination.

Check for hazardous manoeuvres that may be related to avoidance manoeuvres of surface deficiencies (potholes, waves, other deformations, water accumulation).

Roadside conditions

 

Are roadsides free of features that may increase the severity of losses of control (e.g. steep side slopes, rigid obstacles, inadequate end treatment of structures).

Sight distance

 

Are available sight distances sufficient to allow safe stopping manoeuvres?

  • observe/measure available sight distances and compare with required stopping sight distances.  
  • check for visual obstructions on interior side of curves.

Check for sources of traffic conflicts or road hazards where sight is restricted (intersection, crossing, access, narrow structure, etc.).

Road

access

Access-related collisions

Are crashes related to manoeuvres at accesses?

Is the presence of access expected (visibility, road category)?

Is access geometry adequate (width, channelization, merging/diverging lane)?

Speed

Head-on collisions

Are operating speeds compatible with safe traffic operation (based on road characteristics).

Road lighting

Nighttime crashes

Check the frequency of night crashes.

Check the presence and condition of the road lighting system (at night).

Animals

Crashes with animals

Check the frequency of crashes with an animal.

Weather conditions

Crashes under adverse weather conditions (rain, fog, etc.)

Plan the site visit when adverse conditions are likely to be observed.

Combination of features

 

Is there a combination of features that may increase the crash risk or its severity (horizontal curve, hill, intersection, access, narrow bridge, etc.).

POSSIBLE ACTIONS: SECTION- SINGLE VEHICLE

FACTORS

POSSIBLE ACTIONS

REFERENCES

Horizontal alignment

Improve warning signs/devices (marking, delineation).

Improve geometry (superelevation, shoulders, skid resistance, roadside conditions, curve radius).

Technical sheet: Horizontal alignment

Vertical alignment

Improve warning signs/devices.

Provide safety equipment (check brake area, arrester bed).

Improve geometry (cross-section, roadside conditions, grade).

Technical sheet: Vertical alignment

Cross- section

Widen lane or shoulder width.

Improve shoulder condition.

Install channelization.

Provide rumble strips 

 

Surface condition

Proceed to superficial surface treatment (grooving, sand blasting, etc).

Resurface.

Improve drainage conditions.

Correct structural deficiencies.

Add warning sign (temporary measure).

Technical sheet: Road surface condition

Technical study: Friction test

Roadside conditions

Improve roadside conditions (removal, displacement, protection or fragilization of fixed objects; side-slopes smoothing).

 

Sight distance

Install warning signs/devices.

Improve sight distance.

Eliminate traffic conflict possibilities where sight is restricted.

Technical sheet: Sight distance

 Technical study: Sight distance

Road

access

Improve access geometry.

Prohibit some access-related manoeuvres (median barrier, traffic island).

Close/relocate access.

 

Speed

Improve visibility of speed limit signs.

Implement traffic-calming measures.

Increase drivers’ education.

Increase police enforcement.

Install surveillance cameras.

Technical study: Spot speed

Road lighting

Install or improve the road lighting system.

 

Animals

Install warning signs.

Install fences, grade-separated crossings.

 

Weather conditions

Improve maintenance.

Install warning signs (e.g. fog).

 

CONTRIBUTING FACTORS: SECTION- REAR END 

FACTORS

OTHER CRASH TYPES

OBSERVATIONS/MEASURES/CALCULATIONS

Capacity

 

Is the capacity adequate?

calculate capacity, levels of service.

travel times, platoons.

Are crashes occurring at peak hours?

Turning movements

Are through lanes blocked by turning vehicles?

Unexpected congestion

Multi-vehicle crashes

Plan the site visit when congestion is likely to be observed.

Road

access

Access-related crashes

Are crashes related to manoeuvres at accesses?

Is the presence of access expected (visibility, road category)?

Is access geometry adequate (width, channelization, merging/diverging lane)?

Sight distance

 

Are available sight distances sufficient to allow safe stopping manoeuvres?

  • observe/measure available sight distances and compare with required stopping sight distances.  
  • check for visual obstructions on interior side of curves.

Check for sources of traffic conflicts or road hazards where sight is restricted (intersection, crossing, access, narrow structure, etc.).

Drivers’ behaviour

Single-vehicle crashes

Check for excessive speeds, tailgating, hazardous passing manoeuvres.

Surface condition

Wet-surface crash Rear-end collisions

Is skid resistance adequate?

surface polishing, bleeding, contamination.

Weather conditions

Crashes under adverse weather conditions (rain, fog, etc.)

Plan the site visit when adverse conditions are likely to be observed.

POSSIBLE ACTIONS: SECTION- REAR END 

FACTORS

POSSIBLE ACTIONS

REFERENCES

Capacity

Add lane, channelization.

Prohibit turning manoeuvres (median barrier).

Promote alternative route or transportation solution (e.g. transit).

Technical study: Travel time

Unexpected congestion

Install active warning signs/devices.

Reduce congestion (through geometric improvements or traffic management).

Increase police surveillance.

 

Road

access

Improve access geometry (merging/diverging lane).

Prohibit some access-related manoeuvres (median barrier, traffic islands).

Close/relocate accesses 

 

 

Sight distance

Install warning signs/devices.

Improve sight distance.

Prohibit turning manoeuvres where sight is restricted.

Technical sheet: Sight distance

Technical study: Sight distance

Drivers’ behaviour

Increase visibility of speed-limit signs.

Implement traffic-calming measures.

Increase drivers’ education.

Increase police enforcement.

Install surveillance cameras.

Technical study: Spot speed

Surface condition

Proceed to superficial surface treatment (grooving, sand blasting, etc).

Resurface.

Improve drainage conditions.

Correct structural deficiencies.

Add warning sign (temporary measure).

Technical sheet: Road surface condition

Technical study:  Friction

Weather conditions

Improve maintenance.

Install warning signs (e.g. fog)

 

CONTRIBUTING FACTORS: SECTION-HEAD ON 

FACTORS

OTHER CRASH TYPES

OBSERVATIONS/MEASURES/CALCULATIONS

Capacity

Single-vehicle crashes

Is the capacity adequate?

  • calculate capacity, levels of service.
  • travel times, platoons.
  • are crashes occurring at rush hours?

Passing opportunities

Check whether passing opportunities are sufficient based on road category and traffic conditions (opposing direction gaps, passing lane).

 

Marking

Sideswipe collisions

Is the centre line clearly marked?

Does marking clearly prohibit passing if hazardous?

Is the marking clearly visible under all conditions (night, rain, sunset or sunrise, winter).

Cross- section

Head-on collisions Sideswipe collisions 

 

Is the general aspect of the cross-section adequate for the road category and the traffic conditions (e.g. too-narrow lanes for heavy vehicles)?

Are channelization features safe (curb height, alignment, end treatment)? Are rumble strips provided if required?

Is transition adequate at cross-section changes (divided/undivided, lane drop)?

  • check for encroachments, lane/shoulder drop-off.

Climbing lane

  • Are features of auxiliary lanes allowing safe traffic operation (length, taper)?

Surface condition

Sideswipe collisions

Check for hazardous manoeuvres that may be related to surface deficiencies (potholes, waves, water accumulation, etc.).

Drivers’ behaviour

 

Check for hazardous passing manoeuvres.

Weather conditions

Crashes under adverse weather conditions (rain, fog, etc.)

Plan the site visit when adverse conditions are likely to be observed.

POSSIBLES ACTIONS: SECTION-HEAD ON 

FACTORS

POSSIBLE ACTIONS

REFERENCES

Capacity

Add a traffic lane (or passing lane).

Prohibit passing manoeuvres (marking, median barrier).

Improve road signs (distance to the next passing lane).

Promote alternative routes or transportation solution (e.g. transit).

Technical sheet: Horizontal alignment

Technical sheet: Vertical alignment

Marking

Improve marking.

 

Cross- section

Widen lanes or shoulders.

Improve shoulder condition.

Add channelization.

Provide rumble strips.

 

Surface condition

Proceed to superficial surface treatment (grooving, sandblasting, etc.)

Resurface.

Improve drainage conditions.

Correct surface deficiencies.

Add warning sign (temporary measure).

Technical sheet: Road surface condition

 Technical study: Friction

Drivers’ behaviour

Improve road signs.

Increase drivers’ education.

Increase police enforcement.

Install surveillance cameras.

Technical study: Spot speed

Weather conditions

Improve maintenance.

Install warning signs (e.g. fog)

 

CONTRIBUTING FACTORS: SECTION - PEDESTRIAN/CYCLIST

FACTORS

OTHER CRASH TYPES

OBSERVATIONS/MEASURES/CALCULATIONS

Insufficient protection

 

Are existing facilities providing adequate protection for pedestrians and cyclists?

  • on high-speed roads, pedestrians/cyclists should be clearly separated from motorized traffic.

Have safety needs of all pedestrian categories been properly considered (baby carriages, children, elderly people, disabled persons, wheelchairs)?

 

Coherence

 

Is the continuity of pedestrian/cyclist facilities provided along their routes? Are pedestrian/cyclist crossings located at the right place (based on their itineraries)?

(see also Intersection - Pedestrian/cyclist)

Illegal use of pedestrian facilities

 

Have adequate measures been taken to avoid illegal use of pedestrian or cyclist facilities (parked vehicles, stands, other obstacles)?

Behaviour

 

Are pedestrians using their facilities?

Visibility

 

Are pedestrians/cyclists clearly visible?

Road lighting

Nighttime crashes

Check the frequency of night crashes.

Check the presence and condition of the road lighting system (at night). Are pedestrian and cyclist facilities adequate for night usage (if required)?

POSSIBLE ACTIONS: SECTION - PEDESTRIAN/CYCLIST

FACTORS

POSSIBLE ACTIONS

Insufficient protection

Provide footways, bicycle paths.

Increase lateral offset of pedestrian/cyclist facilities.

Install physical barriers between motorized and non-motorized traffic.

Implement traffic-calming measures.

At crossings: see Intersections - pedestrians/cyclists.

Coherence

Ensure continuity of pedestrian/cyclist facilities along their itineraries.

Relocate crossings based on pedestrian (cyclist routes)

Illegal use of pedestrian facilities

Add parking prohibition signs.

Provide barriers between pedestrians/cyclists and motorized vehicles.

Modify traffic regulations.

Increase police enforcement.

Behaviour

Increase driver/pedestrian/cyclist education.

Increase police enforcement.

Visibility

Remove sight obstructions (e.g. parking along the road).

Install warning signs/devices.

Road lighting

Install or improve road lighting

CONTRIBUTING FACTORS: GENERAL - NIGHT

FACTORS

OTHER CRASH TYPES

OBSERVATIONS/MEASURES/CALCULATIONS

Road lighting

 

Check for the presence and condition of the road lighting system. 

Road sign Marking

 

Are signs and marking retro-reflectivity adequate at night?

Behaviour

 

Check for excessive speeds, compliance with traffic rules.

The site visit should be conducted at night

POSSIBLE ACTIONS: GENERAL - NIGHT

FACTORS

POSSIBLE ACTIONS

Road lighting

Install or improve road lighting.

Road sign Marking

Improve road signs/markings.

Behaviour

Increase drivers’ education.

Increase police enforcement.

CONTRIBUTING FACTORS: GENERAL - WET SURFACE

FACTORS

OTHER CRASH TYPES

OBSERVATIONS/MEASURES/CALCULATIONS

Surface condition

Rear-end collisions

Is skid resistance adequate?

  • surface polishing, bleeding, contamination.

Excessive speed

Rear-end collisions Single-vehicle crashes

Are operating speeds compatible with safe traffic operation (based on road characteristics and traffic conditions)?

POSSIBLE ACTIONS: GENERAL - WET SURFACE

FACTORS

POSSIBLE ACTIONS

REFERENCES

Surface condition

Proceed to superficial surface treatments (grooving, sand blasting, etc).

Resurface.

Improve drainage conditions.

Correct structural deficiencies.

Add warning sign (temporary measure).

Technical sheet: Road surface condition

Technical study: Friction

Excessive speed

Improve visibility of speed limit signs.

Implement traffic-calming measures.

Increase drivers’ education and police enforcement.

Install red-light camera.

Technical study: Spot speed