I-5 

I-5 South Eugene

I-5 at Goshen

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ORE569 

ORE569 Eugene Beltline

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I-5
MP 168.01 - 209.06

I-5, 6 miles South of Cottage Grove

Incident #:75491

Estimated delay under 20 minutes
Construction Work

Lanes Affected: (Southbound) Median , All Lanes , Shoulder (Northbound) Median , All Lanes , Shoulder
Comments: Watch for a narrow shoulder on the NB off-ramp at Exit 191 and for trucks entering and leaving the roadway at that location. This project will replace roadway signs and supports along this portion of I-5 and bring the signs in this corridor up to current standards.

Public Contact: Ken Kohl, Project Manager
Phone: (541) 744-8080

Last Updated: 02/05/2010 3:40 pm

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I-5
MP 192.1 - 193.4

I-5, Intersection with McKenzie Highway ORE126

Incident #:75796

Estimated delay under 20 minutes
Construction Work

Comments: Watch for construction workers and vehicles at Jenkins Drive at Franklin. Detour for bike path traffic south of Franklin from February 2 through 12. Watch for signs and flaggers directing bicycle and pedestrian traffic to detour routes during path closures at North Walnut Road and the North Bank path. This project will replace the I-5 bridge over the Willamette River.

Public Contact: OBDP
Phone: (503) 587-2900

Last Updated: 02/05/2010 3:41 pm

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ORE569
MP 10.87 - 11.91

ORE569, Eugene

Incident #:75171

Estimated delay under 20 minutes
Construction Work

Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Watch for flaggers and construction vehicles as the contractor performs clean-up and corrective work. This project realigned the eastbound off-ramp onto Coburg Road, adding additional turn lanes and storage for stopped vehicles. Turn lane and traffic signal improvements and a soundwall were also included.

Public Contact: Chuck Lemos, Project Manager
Phone: (541) 744-8080

Last Updated: 02/05/2010 3:40 pm

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ORE126B
MP .77

ORE126B, Springfield

Incident #:76090

Estimated delay under 20 minutes
Construction Work

Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Motorists should expect temporary lane closures on OR126 from Sunday midnight through 4 PM Monday and Monday through Friday 6 PM to 4 PM.

Public Contact: District 3 Office
Phone: (503) 986-2900

Last Updated: 02/05/2010 09:19 am

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I-5
MP 191.45 - 192.05

I-5, 1 mile South of Intersection with McKenzie Highway ORE126

Incident #: 75330

Informational only
Commercial Vehicle Information

Details: I-5 MP 191.27 to 192.00 NB (Eugene) Effective September 21, 2009 this section of I-5 will be restricted to 16 feet 00 in. in width and 18 feet 05 in. in height between the hours of 8 PM & 5 AM. Estimated date of completion in May 31, 2010.

Public Contact: Motor Carrier Over-Dimension Permit Unit
Phone: (503) 373-0000

Last Updated: 02/08/2010 7:00 pm

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I-5
MP 192.27

I-5, Intersection with McKenzie Highway ORE126

Incident #: 79673

Informational only
Commercial Vehicle Information

Details: I-5 Exit 192 to OR99/OR126 Business (Franklin Blvd) NB Effective February 15, 2010 this off-ramp at Exit 192 to OR99/OR126 Business (Franklin Blvd) will be closed. Authorized detour route is Exit 191 to Glenwood to OR99/OR126 Business. Estimated date of completion is February 19, 2010.

Public Contact: Motor Carrier Over-Dimension Permit Unit
Phone: (503) 373-0000

Last Updated: 02/08/2010 7:00 pm

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I-5
MP 192.29 - 191.77

I-5, Intersection with McKenzie Highway ORE126

Incident #: 75334

Informational only
Commercial Vehicle Information

Details: I-5 MP 192.39 to 191.37 SB (Eugene) Effective September 21, 2009 this section of I-5 will be restricted to 16 feet 00 in. in width and 16 feet 09 in. in height between the hours of 8 PM & 5 AM. Estimated date of completion in May 31, 2010.

Public Contact: Motor Carrier Over-Dimension Permit Unit
Phone: (503) 373-0000

Last Updated: 02/08/2010 7:00 pm

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ORE126
MP 1.34

ORE126B, Springfield

Incident #: 73573

Informational only
Commercial Vehicle Information

Details: OR126 Business WB MP 1.34 (Main St. Springfield) MP 1.34 Willamette River Bridge (1 mile east of I-5 in Springfield) is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2 Divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle - 98,000 lbs. GVW., Weight Table 3 Non-Divisible loads

Public Contact: Motor Carrier Over-Dimension Permit Unit
Phone: (503) 373-0000

Last Updated: 02/08/2010 7:00 pm

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