Combined Bike Lane/ Turn Lane
EUGENE, OR (PHOTO: CITY OF EUGENE)
A combined bike lane/turn lane places a suggested bike lane within the inside portion of a dedicated motor vehicle turn lane. Shared Lane Markings or conventional bicycle stencils with a dashed line can delineate the space for bicyclists and motorists within the shared lane or indicate the intended path for through bicyclists. This treatment includes signage advising motorists and bicyclists of proper positioning within the lane.
When configured on a cycle track corridor, the combined lane is commonly called a mixing zone, and is intended to minimize conflicts with turning vehicles at intersections as an alternative to an exclusive bike signal phase.
More than 17 percent of the surveyed bicyclists using the narrow-lane intersection felt that it was safer than the comparison location with a standard-width right-turn lane, and another 55 percent felt that the narrow-lane site was no different safety-wise than the standard-width location.
Hunter, W.W. (2000). Evaluation of a Combined Bicycle Lane/Right-Turn Lane in Eugene, Oregon. Publication No. FHWA-RD-00-151, Federal Highway Administration, Washington, DC.
BEND, OR
Benefits
Preserves positive guidance for bicyclists in a situation where the bicycle lane would otherwise be dropped prior to an intersection.
Maintains bicyclist comfort and priority in the absence of a dedicated bicycle through lane.
Guides bicyclists to ride in part of the turning lane, which tends to have lower speed traffic than the adjacent through lane, allowing higher speed through traffic to pass unimpeded.
Encourages motorists to yield to bicyclists when crossing into the narrow right-turn lane.
Reduces motor vehicle speed within the right turn lane.
Reduces the risk of ‘right hook’ collisions at intersections.
Typical Applications
On streets where there is a right turn lane but not enough space to maintain a standard-width bicycle lane at the intersection.
On streets where there is no dedicated right turn lane, but on which high volumes of right turning traffic may cause conflicts between motorists and bicyclists.
On cycle track corridors where there is a dedicated turn lane on the side of the street with the cycle track, but where a separate bike signal phase is not appropriate or feasible.
Design Guidance
Guidance for conventional bicycle lanes and intersection crossing markings may also apply. When configured as a mixing zone for a cycle track, additional guidance for a cycle track intersection approach may also apply.
Required Features
Some form of bicycle marking shall be used to clarify bicyclist positioning within the combined lane.
Recommended Features
Within the combined lane, the bicycle area width should be 4 feet minimum.
Width of combined lane should be 9 feet minimum, 13 feet maximum. A full bicycle through lane can be accommodated if the vehicle right turn only lane can be made 14 feet or wider.
A dotted 4 inch line and bicycle lane marking should be used to bicyclist positioning within the combined lane without excluding cars from the suggested bicycle area.
If the right lane is signed for “Right Turn Only,” or if a sign is otherwise needed to make it legal for through bicyclists to use a right turn lane, signage should be installed in advance alerting the start of the combined turn lane.
If configured as a mixing zone on a cycle track corridor, the following features are recommended:
• A Turning Vehicles Yield to Bikes (modified R10-15) sign should be used in advance of the mixing zone.
• A yield line should be used in advance of the mixing zone.
• The transition to the mixing zone should begin a minimum of 70 feet in advance of the intersection. Mixing zones that are shorter in length and begin abruptly encourage slower vehicle speed.
Optional Features
A shared lane marking (MUTCD figure 9C-9) may be used as an alternative to dotted striping to clarify bicyclist position within the combined lane.
BILLINGS, MT
Maintenance
Markings within the shared lane will require regular maintenance and marking repairs due to frequent wear from motor vehicle use. Inlaid thermoplastic application is recommended for increased durability.
Treatment Adoption and Professional Consensus
Currently used in the following US Cities:
• Austin, TX
• Bend, OR
• Billings, MT
• Bozeman, MT
• Colorado Springs, CO
• Eugene, OR
• Kona, HI
• New York, NY
• Portland, OR
• Provo, UT
• San Francisco, CA
• Washington, DC
EUGENE, OR