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Oregon Department of Transportation | |||||||||||||||||
| Region | 3 | |||||||||||||||||
| 2006 - Top 10% Sites Investigative Report - By Hwy, MP | ||||||||||||||||||
| Reg | Dis | Rte. | H | Rdwy | Rd Name | BMP | EMP | ADT | C | F | Max SPIS * | Date Review Completed | Problem Description | Potential Remedies | $$$ | Impediments to Implementation | ||
| 3 | 08 | I-5 | 001 | 1 | PACIFIC | 70.03 | 70.35 | 20,700 | 14 | 1 | 64.58 | 8/10/06 | wet surface, inadequate drainage, out of area drivers | improve friction, improve drainage, improve superelevation | 1M? | enviromental | ||
| surface will be replaced prior to Oct. 2006, signs in 07 | ||||||||||||||||||
| 3 | 07 | US-101 | 009 | 1 | OREGON COAST | 234.94 | 235.12 | 16,200 | 14 | 0 | 63.31 | 7/12/06 | high V/C ratio, congestion, turning radius, rear-end & ped incidents narrow 4-lane, downtown North Bend | Dedicated US 101 left turn lanes, improved pedestrian sidewalks, reduce 4-lane to 3-lane | 600K | mast arm replacements, striping removal, new loop installations, improved pedestrian sidewalks, corridor study needed | ||
| 3 | 07 | US-101 | 009 | 1 | OREGON COAST | 235.32 | 235.50 | 9,600 | 30 | 1 | 65.33 | 7/12/06 | high V/C ratio, congestion, turning radius, volume of turning traffic, downtown North Bend | increase capacity, add turn lanes | 25M | R/W costs, funding, business owners, corridor study needed | ||
| 3 | 07 | US-101 | 009 | 1 | OREGON COAST | 238.91 | 239.02 | 16,100 | 19 | 0 | 46.39 | |||||||
| 3 | 07 | US-101 | 009 | 1 | OREGON COAST | 357.40 | 357.58 | 18,500 | 23 | 0 | 52.79 | |||||||
| 3 | 08 | OR-66 | 021 | 1 | GREEN SPRINGS | 0.95 | 1.13 | 14,100 | 11 | 1 | 63.09 | 8/15/06 | multiple driveways, increased culture, change of use | right in, right out at YMCA Way, raised median | 500K | community may object to change | ||
| 3 | 08 | OR-66 | 021 | 1 | GREEN SPRINGS | 1.27 | 1.37 | 14,100 | 5 | 0 | 47.63 | 8/15/06 | off ramp grades, narrow bridge, high V/C ratio | replace bridge* install signals if warranted | 38M* | * part of bundle project OTIA III 2008 | ||
| 3 | 08 | OR-62 | 022 | 1 | CRATER LAKE | 0.38 | 0.98 | 38,500 | 47 | 0 | 77.70 | 8/16/06 | high V/C ratio, congestion | Project completed at interchange in spring 2006 | 35M+ | none left, finishing up final pieces | ||
| 3 | 08 | OR-62 | 022 | 1 | CRATER LAKE | 1.31 | 1.67 | 43,300 | 40 | 0 | 68.98 | 8/16/06 | high V/C ratio, congestion | part of Hwy 62 Corridor Solutions Part 2 in Planning Stage | 35M | local buy in, R/W,EA, utilities | ||
| 3 | 08 | OR-62 | 022 | 1 | CRATER LAKE | 2.20 | 2.34 | 30,000 | 17 | 0 | 53.74 | 8/16/06 | high V/C ratio, congestion | part of Hwy 62 Corridor Solutions Part 2 in Planning Stage | 35M | local buy in, R/W, EA, utilities | ||
| 3 | 08 | OR-62 | 022 | 1 | CRATER LAKE | 3.56 | 3.74 | 32,600 | 32 | 0 | 75.11 | 8/17/06 | high volumes, mutiple conflict points, close proximity of Crater Ave. High speed signalized intersection | move Crater Ave. away from Hwy 62 | 3M+ | R/W, access change opposition | ||
| 3 | 08 | OR-62 | 022 | 1 | CRATER LAKE | 5.94 | 6.22 | 29,700 | 29 | 0 | 62.44 | 8/17/06 | congestion, multiple conflict points, increased development | needs to be assessed in 2009 Modernization project to connect hwy 140 to I-5 | 3.3M | utilities, local opposition to access changes, enviromental | ||
| 3 | 08 | US-199 | 025 | 1 | REDWOOD | -2.54 | -2.36 | 10,800 | 31 | 0 | 55.91 | 8/14/06 | high V/C, confusing design, multiple conflict points, old sig | up grade signals, improve grades, change configuration of | 3M+ | R/W costs, enviromental, funding | ||
| intersection including SB off ramp & traffic from NB off ramp | ||||||||||||||||||
| 3 | 08 | US-199 | 025 | 1 | REDWOOD | -2.25 | -2.07 | 15,400 | 21 | 0 | 62.13 | 8/14/06 | access's too close to intersection, restricted sight distance, distance across intersection | restrict right turn movements on Red, eliminate parking, implement access management, partial curb extentions | 500K | Opposition from business community, possible R/W issue | ||
| 3 | 08 | US-199 | 025 | 1 | REDWOOD | -1.03 | -0.78 | 20,600 | 31 | 0 | 56.92 | 8/14/06 | restricted sight distance, turning to and from side streets, congestion | curb extentions, parking restrictions | 100K | Opposition from business owners | ||
| 3 | 08 | US-199 | 025 | 2 | REDWOOD | -1.03 | -0.85 | 18,600 | 25 | 0 | 58.10 | 8/14/06 | restricted sight distance, turning to and from side streets, congestion | curb extentions, parking restrictions | 100K | Opposition from business owners | ||
| 3 | 08 | US-199 | 025 | 2 | REDWOOD | -0.56 | -0.38 | 23,500 | 18 | 0 | 52.28 | 8/14/06 | restricted sight distance, turning to and from side streets, congestion | curb extentions, parking restrictions | 100K | Opposition from business owvers | ||
| 3 | 08 | 025 | 1 | REDWOOD | -0.56 | -0.46 | 20,100 | 30 | 0 | 53.45 | 8/14/06 | congestion, major local intersection, turning to and from side streets, multiple conflict points | possibly need dual left turn lanes, E to S, restrict right turns on red W to S, narrow side street (M to the east), access | 1M? | high R/W cost to widen M street, local opposition to restrict access movements | |||
| 3 | 08 | US-199 | 025 | 1 | REDWOOD | 0.23 | 0.41 | 23,400 | 16 | 0 | 64.40 | 8/11/06 | turning to and from side street | Raised median was completed Jan. 06 prevents left turns into and out of Tussey Lane onto Hwy 199 | 100K | drainage was dealt with-zero reported crashes involving turns | ||
| 3 | 08 | US-199 | 025 | 1 | REDWOOD | 0.53 | 1.09 | 37,700 | 51 | 0 | 79.92 | 8/11/06 | high V/C, congestion | part of Redwood Hwy. Corridor Project- down to 2 possible designs, EA in progress, funding is dedicated | 10M | getting all agencies to agree to design | ||
| 3 | 08 | 025 | 1 | REDWOOD | 0.77 | 0.95 | 28,800 | 34 | 0 | 76.51 | 8/11/06 | high V/C, congestion, signals too close together | part of Redwood Hwy Corridor Project-signal at the Fairground will be eliminated during project | 10M | getting all agencies to agree to design | |||
| 3 | 08 | 025 | 1 | REDWOOD | 0.91 | 1.09 | 28,800 | 22 | 0 | 58.65 | 8/11/06 | high V/C. congestion, signals too close together | part of Redwood Hwy Corridor Project- Redwood Ave. intersection will go away and signa will be removed | 10M | getting all agencies to agree to design | |||
| 3 | 08 | US-199 | 025 | 1 | REDWOOD | 2.02 | 2.14 | 21,800 | 12 | 0 | 46.68 | 8/11/06 | high speed urban signalized intersection, distance across the intersection, local development adding traffic | part of Redwood Hwy Corridor Project-Improvements on local arterial (Redwood Ave) will hopefully take some traffic away | 10M | getting all agencies to agree to design | ||
| 3 | 08 | US-199 | 025 | 1 | REDWOOD | 2.98 | 3.16 | 14,800 | 7 | 1 | 54.85 | 8/11/06 | high speed rural to urban intersectin, distance across intersection, high speed approaching traffic, turning | part of Redwood Hwy Corridor, intersection will be redesigned with improved radii, raised medians ? | 10M | getting all agencie to agree to design | ||
| 3 | 08 | US-199 | 025 | 1 | REDWOOD | 3.91 | 4.08 | 14,800 | 4 | 4 | 60.67 | 8/11/06 | high speed crossover crashes, head on and turning | Tall F barrier will be constructed in 2007, design is being worked on, project is funded by AASHTO safety funds | 1.3M | impediments have/will be dealt with | ||
| 3 | 08 | US-199 | 025 | 1 | REDWOOD | 4.79 | 4.97 | 11,700 | 3 | 0 | 59.44 | 8/14/06 | zero deflection principles for overhead irrigation collumns | replace GM with metal rail, most likely Thrie-beam with the proper ends, eliminate area where truck parked | 250K | limited space between column and edge of pavement | ||
| 3 | 08 | US-199 | 025 | 1 | REDWOOD | 25.91 | 26.09 | 8,300 | 5 | 1 | 49.53 | 8/14/06 | uncontrolled access's, turning movements, fatal involved a dog and person who happened to be picking up mail | continous left turn lane through the community (Kerby) access management | 2.5M | R/W. utilities, access management funding source | ||
| 3 | 07 | OR-42 | 035 | 1 | COOS BAY-ROSEBURG | 6.91 | 7.09 | 10,500 | 5 | 0 | 48.60 | |||||||
| 3 | 07 | OR-42 | 035 | 1 | COOS BAY-ROSEBURG | 45.74 | 45.85 | 3,500 | 11 | 1 | 52.98 | |||||||
| 3 | 07 | OR-42 | 035 | 1 | COOS BAY-ROSEBURG | 75.67 | 75.79 | 22,600 | 26 | 0 | 47.38 | |||||||