18.2.2 Context Considerations

Context and engineering judgment play important roles in selecting the appropriate bicycle accommodations. FHWA identifies four components that are important in identifying what type of bicycle accommodation to use: project limits, land use context, types of bicyclists the bicycle accommodation is expected to serve, and key safety and performance criteria.
As part of these overarching themes, the elements outlined below should be documented in the design process and used to determine the selection of an appropriate bicycle facility type, as discussed in the following sub-sections:
  • Project Identification
    - Project name, project ID (CSJ), roadway name, limits, county;
  • Roadway Context
    - Adjacent roadway functional class, speed, average daily traffic volume, project length, intersection frequency and crossing road functional classification, driveway density;
  • Area Context
    - Land use context (see );
  • Intended Bicycle Accommodation Users
    - Target design user (interested but concerned or all ages and abilities);
  • Approved Bicycle or Transportation Plan
    ; and
  • Other Roadway Users
    - Truck percentage and key movements, transit operation (headway) and key stops, curbside lane activity, expected pedestrian demand.
18.2.2.1 Land Use
The land use context that surrounds a potential bikeway may influence the type of users (e.g., target design user), the number of users, and the potential interactions of other roadway users with the facility. For the purposes of bikeway selection, the five context classifications listed in have been consolidated into the following two groupings:
  • Urbanized which includes the Urban Core, Urban, Suburban and Rural Town Contexts; and
  • Rural Contexts
18.2.2.2 Speed and Volumes of Motor Vehicles
There are many factors to consider when selecting and designing bikeways, with motor vehicle speed and volume as the initial determinants of suitable bicycle facilities. The influence of speed and volume on the safety and perceived safety or comfort of bicycle riders is an important factor and the respective criteria for appropriate speeds and traffic volumes is contained in the subsequent guidance.
For purposes of this bicycle guidance when a speed criteria is mentioned it will mean the higher of the design or posted speed (speed limit). The vehicular ADT or traffic volumes referenced pertain to existing conditions. The respective sidepath, or bicycle volumes referenced pertain to existing conditions or anticipated beginning conditions. Refer to website for additional resources and information on bicycle and pedestrian count guidance. Note that the anticipated growth in usage should also be considered when defining the footprint for the bicycle accommodations.
18.2.2.3 Other Factors
Other factors that should be considered in the selection of bikeways are listed in the and summarized in
Table 18-2: Other Factors to Consider in Selection of a Bikeway
Factor
Description and Design Considerations
Unusually high motor vehicle peak hour volumes
On roadways that regularly experience unusually high peak hour volumes, more separation can be beneficial, particularly when the peak hour also coincides with peak volumes of bicyclists.
Traffic vehicle mix
Additional separation between bicyclists and motorists is particularly important on moderate volume to high-volume streets where heavy vehicles are an abnormally high percentage of traffic.
Higher percentages (>5%) of trucks and buses increase risks and discomfort for bicyclists due to vehicle size and weight, and the potential for motorists to not see bicyclists due to blind spots. This is particularly a concern for right turns, where large vehicles may appear to be proceeding straight or even turning left as they position to make a wide right turn movement. Visibility and awareness of bicyclists can be improved by providing:
  • Additional buffer width between a separated bike lane or shared use sidepath to the travel lane;
  • Providing markings and signs denoting the crossing;
  • Providing raised crossings; or
  • At signalized locations, phase separating the conflict.
Parking turnover and curbside activity
Parked or temporarily stopped motor vehicles present a risk to bicyclists. High parking turnover and curbside loading (commercial and passenger) may expose bicyclists to being struck by opening vehicle doors or people walking in their travel path. Vehicles stopped within bicycle lanes or travel lanes may require bicyclists to merge into an adjacent travel lane.
In locations with high parking turnover, high ride-hailing demand, or curbside loading needs, wider bike lanes or separated bike lanes in lieu of bike lanes, can help to alleviate conflicts. This issue also encompasses locations where transit vehicles load and unload passengers within a bicycle lane or shared curb lane.
Driveways/intersection frequency
The frequency of driveways and intersections also impacts decisions regarding the design of separation between the street and the bicycle accommodation as well as the design of driveways. Motorists need adequate sight distance to enter and exit intersections and driveways and benefit from sufficient space to yield to bicyclists. This is particularly important for sidepaths (the AASHTO Bike Guide enumerates the potential areas of conflict) and two-way separated bike lanes located on one side of two-way streets where contra-flow bicyclist may be unexpected by motorists. High driveway frequency may make a one-way bicycle facility type a preferable option. Consideration may be given to consolidating driveways as applicable. Wider buffers and clear sight lines can improve bicyclist safety. Where contra-flow bicycling occurs, additional design features that slow motorists’ turning movements and give motorists more time to see oncoming bicyclists may significantly improve safety for all users.
Frequent, closely spaced driveways may limit the ability to provide vertical elements necessary to provide separated bike lanes. In these locations, buffered bicycle lanes, bicycle lanes or shoulders may be the only viable bicycle facility unless it is feasible to provide a raised bike lane at sidewalk level to provide greater separation from traffic.
Direction of operation
For separated bikeways, a determination must be made as to whether the bikeway will be provided as a one-way facility on each side of the road, a two-way facility on one side of the road, or as two-way facilities on both sides of the road. As discussed above, the contra-flow bicyclist may be unexpected by motorists requiring additional design mitigations. This decision requires engineering judgment based on the bikeway’s role in the broader bike network, connectivity, safety impacts, the locations of destinations within the corridor, physical constraints within the ROW, and an assessment of intersection operations and frequency of driveways and intersections.
Vulnerable populations
The presence of high concentrations of children and older adults should be considered during project planning. These groups may only feel comfortable bicycling on physically separated facilities, even where motor vehicle speeds and volumes are relatively low. Typically, these populations are less confident in their bicycling abilities and, in the case of children, may be less visible to motorists and lack both roadway experience as well as reduced traffic awareness skills. They can also create more conflicts with pedestrians when they are expected to share the same space.
Network connectivity gaps
It is essential to consider the proposed transportation project in context of the local bicycle network. Wide, high-volume, or high-speed roadways can create substantial barriers to connectivity. Parallel alternative routes may not exist or may require bicyclists to ride several miles out of the way, adding substantial distance and travel time. Intersections between State and local roadways may feature a high number of conflict points, constrained ROW, or high-speed differential. Separated facilities can help close gaps in a low-stress network. Considerations include providing separate bicycle facilities under freeway underpasses, improving visibility of bicyclists, providing on-street connections between two major shared use paths, or routes connected to schools, major employers, parks, or other recreational opportunities.
Transit considerations
Biking offers a valuable “first-mile” and “last-mile” connection to transit systems, effectively expanding the transit-shed around a station or stop. It is important to ensure accessibility of transit boarding areas, pedestrian crossings, and parking spaces, while also integrating the bicycle network into transit systems. Traffic laws and agency policy often address transit vehicles and bicycles in the right most lane or right side of the roadway. Some agencies have designated shared “transit lanes” for bicycle riding, but frequent bus stops or roadway design may create delays or less safe conditions for bicyclists sharing a lane with heavy transit traffic. If the preferred bikeway for a roadway is a bike lane or separated bike lane, the placement of the bike lane with respect to where pedestrians may wait or travel when boarding or alighting transit vehicles should be considered, as should the extent to which transit operations impact bicyclists’ level of comfort and safety. As noted in , options for minimizing conflicts with transit include installing signs, pavement markings, and/or floating bus stops to provide for shared space, placing a separated bike lane on the left side of a one-way street (out of the way of transit stops along the right side), or choosing to install a separated bike lane on a nearby parallel corridor away from transit.