sr 77/oracle road multimodal corridor profile study final report - Pima ...

Exhibit 6-17
DEFICIENCIES BY SEGMENT
(Continued)
From
MP
To
MP SR 77 Segment Deficiencies
71.6 71.3 Auto Mall Drive to
Wetmore Road
Roadway:
Poor future LOS due to heavy congestion.
Insufficient capacity for southbound left-turn lane at Auto Mall
Drive/Oracle Road.
High crash rate segment (ranked No. 5).
High crash rate intersection at Wetmore Road (ranked No. 5).
High crash incident intersection at Wetmore Road (ranked No. 5).
Transit:
No local transit routes on this segment.
Bicycle:
No shoulder for bicyclists.
71.3 71.0 Wetmore Road to
Limberlost Road
Roadway:
Poor future LOS due to heavy congestion.
High crash rate segment (ranked No. 2)
Access analysis indicates need for driveway consolidation.
Bicycle:
71.0 70.8 Limberlost Road to
Roger Road
70.8 70.3 Roger Road to Prince
Road
70.3 69.8 Prince Road to Fort
Lowell Road
-Existing congestion level is year 2002 from PAG.
Future congestion level is year 2025 with PAG RTP projects assumed in place.
No shoulder for bicyclists.
Roadway:
Poor future LOS due to heavy congestion.
High crash rate segment (ranked No. 1).
High driveway density.
Access analysis indicates need for driveway consolidation.
Bicycle:
No shoulder for bicyclists.
Roadway:
Poor future LOS due to heavy congestion.
High crash rate segment (ranked No. 4).
High crash rate at Prince Road intersection (ranked No. 4).
High crash incident intersection at Prince Road (ranked No. 4).
High driveway density.
Amphitheatre school buses stop traffic on Oracle Road.
Access analysis indicates need for driveway consolidation.
Pedestrian:
Discontinuous sidewalks.
Roadway:
Poor future LOS due to heavy congestion.
High driveway density.
Access analysis indicates need for driveway consolidation.
Pedestrian:
Discontinuous sidewalks.
SR 77/Oracle Road Multimodal Corridor Profile Study May 2007
Final Report Page 6-29