| Traffic signal arrangement |
GB 14886-2016, Specifications for Setting of Road Traffic Signals |
Signal phases should be selected according to traffic flow, intersection geometry, conflict points, road function, and pedestrian crossing demand. Signal heads must be clearly visible from the approach and positioned consistently with the stop line. |
All road users, especially pedestrians and cyclists at conflict points |
Check visibility, head alignment, obstruction, nighttime visibility, and whether each permitted movement has a clear signal indication. |
| Pedestrian signal control |
GB 14886-2016 |
Pedestrian signals should provide distinct stop and walk indications. Where a crossing is divided by a median or refuge island, signal operation should make each crossing stage understandable and safe. |
Pedestrians, children, older adults, and people with disabilities |
Verify that the walking indication is visible from the waiting area and that the clearance interval allows users already in the crossing to reach a safe refuge or the opposite sidewalk. |
| Pedestrian crossing markings |
GB 5768.3-2009, Road Traffic Markings |
Zebra crossings, stop lines, lane arrows, and other markings should be continuous, legible, correctly positioned, and maintained with adequate retroreflectivity. |
Pedestrians and approaching drivers |
Inspect daytime contrast, nighttime retroreflectivity, skid resistance, fading, and the distance between the stop line and the crossing. |
| Traffic signs and warning information |
GB 5768.2-2022, Road Traffic Signs |
Signs for pedestrian crossings, non-motorized vehicles, speed control, lane use, and hazards should use standardized shapes, colors, symbols, placement, and retroreflective performance. |
Drivers, pedestrians, cyclists, and other vulnerable road users |
Check sign recognition distance, obstruction by trees or street furniture, retroreflectivity, and consistency with the road markings and signal operation. |
| Accessible pedestrian route |
GB 55019-2021, General Code for Accessibility of Buildings and Civil Engineering; GB 50763-2012 |
An accessible route should be continuous, unobstructed, and connected to crossings, transit stops, entrances, and refuge areas. A commonly specified accessible walkway width is at least 1.50 m; constrained locations may require special design treatment. |
Wheelchair users, people with visual impairments, older adults, and people pushing strollers |
Measure clear width, check surface evenness, remove utility poles and parked vehicles, and confirm continuity through the entire intersection. |
| Curb ramps and tactile paving |
GB 50763-2012; GB 55019-2021 |
Curb ramps should connect sidewalks to crossings without abrupt level changes. A typical accessible-design benchmark is a ramp slope no steeper than 1:12, subject to the applicable project and site conditions. Tactile warning and guidance surfaces should be continuous and correctly oriented. |
Wheelchair users and people with visual impairments |
Check ramp slope, landing space, drainage, tactile-paving alignment, edge protection, and whether tactile surfaces lead to the correct crossing point. |
| Bicycle and non-motorized vehicle separation |
GB 14886-2016; CJJ 37-2012, Code for Design of Urban Road Engineering |
Where bicycle traffic is significant, intersection design should clearly define non-motorized vehicle routes, waiting areas, crossing paths, and conflict points. Signal phasing and markings should prevent ambiguous interactions with turning motor vehicles. |
Cyclists, electric-bicycle riders, and pedestrians |
Check whether bicycle routes are continuous, whether turning vehicles yield at crossings, and whether waiting areas prevent bicycles from blocking pedestrian paths. |
| Right-turn and left-turn conflict management |
GB 14886-2016; CJJ 37-2012 |
Signal timing, channelization, stop lines, corner geometry, and visibility should be coordinated to reduce conflicts between turning vehicles and pedestrians or cyclists crossing the side road. |
Pedestrians and cyclists crossing at signalized intersections |
Record turning speeds, driver yielding behavior, blocked sight lines, near misses, and vehicle encroachment into the crossing. |
| Pedestrian refuge and median islands |
CJJ 37-2012; GB 55019-2021 |
Long or wide crossings should consider staged crossing, refuge space, protective separation, and accessible connections. Refuge areas must not be blocked by signs, poles, railings, or drainage structures. |
Older adults, children, people with disabilities, and slow-moving pedestrians |
Check usable refuge width, protection from traffic, lighting, drainage, tactile guidance, and the visibility of people waiting on the island. |
| Lighting and nighttime visibility |
CJJ 45-2015, Standard for Lighting Design of Urban Roads; GB 14886-2016 |
Crossings, stop lines, signal heads, sign faces, sidewalks, and bicycle routes should remain identifiable at night without excessive glare or dark zones. |
All users, particularly pedestrians and cyclists at night |
Inspect illumination uniformity, glare, shadow areas, signal visibility, sign retroreflection, and visibility of people waiting at the curb. |
| Speed environment near crossings |
GB 5768.2-2022; CJJ 37-2012; local urban-road traffic-management rules |
Posted speed limits, advance warnings, lane layout, road geometry, and signal timing should be consistent with the crossing risk. Lower operating speeds are particularly important where pedestrian and bicycle movements are concentrated. |
Pedestrians, cyclists, children, and people with limited mobility |
Measure actual vehicle speeds, braking behavior, compliance with the stop line, and speed differences between lanes. |
| Signal controller reliability |
GB 14886-2016; applicable urban traffic-signal equipment and electrical-safety requirements |
Controllers should maintain coordinated phase sequences, avoid conflicting indications, support safe failure behavior, and allow regular inspection and maintenance. |
All intersection users |
Test lamp failure, power interruption, communication loss, detector faults, conflicting greens, restart behavior, and emergency operating procedures. |
| Maintenance and performance monitoring |
GB 14886-2016; GB 5768.2-2022; GB 5768.3-2009 |
Safety depends on continuing maintenance of signal lamps, controllers, signs, markings, tactile paving, curb ramps, lighting, and roadside visibility. Local authorities should use collision and conflict data to update timing and layout. |
All vulnerable road users |
Track signal faults, marking condition, obstruction complaints, crashes, near misses, pedestrian delay, and accessibility defects. |