West Oregon Road Conditions

Alerts!

Oregon Roads; Regional Driving Impacts
Due to holiday traffic, higher than normal traffic volumes are expected this afternoon and evening. Please use caution and slow down.
Updated: 11/26/2014 1:52 pm

Road Conditions by Route

99 MP 12.21

Informational only; Commercial Vehicle Information
Details: Old OR99 (DC388) Old Winchester Bridge (Roseburg) Old Winchester Bridge on DC388 (Old 99) at MP12.21 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.
Updated: 11/26/2014 10:00 am

HWY372 MP 21.5

Seasonal Closure; Information
Lanes Affected: (Eastbound) 2 Lanes (Westbound) 2 Lanes
Comments: Cascade Lakes Hwy is closed for the Winter south of Mt Bachelor.
Last Updated: 11/14/2014 06:57 am

I-5 MP 115 to 118

ROBERTS MT HILL; Road/Weather Report
Weather Condition: Overcast
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 47 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 11/26/2014 10:10 am

I-5 MP 146.49 to 148.49

RICE HILL; Road/Weather Report
Weather Condition: Overcast
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 47 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 11/26/2014 10:09 am

I-5 MP 151.81

Informational only; Commercial Vehicle Information
Details: I-5 MP 151.81 Wilson Rd crossing over I-5 (Yoncalla) Wilson Rd crossing over I-5 is restricted to the following weights: 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2 for divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. GVW., Weight Table 3 for non-divisible loads.
Updated: 11/26/2014 10:00 am

I-5 MP 160 to 168

N DOUGLAS COUNTY LINE; Road/Weather Report
Weather Condition: Overcast
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 45 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 11/26/2014 10:09 am

I-5 MP 162.06 to 169.58

Informational only; Commercial Vehicle Information
Details: I-5 MP 162 to MP 170 NB & SB (south of Cottage Grove) Effective September 2, 2014, this section of I-5 will be restricted to 16 feet 00 in. in width, and 17 feet 05 in. in height. Estimated date of completion is December 19, 2014.
Updated: 11/26/2014 10:00 am

I-5 MP 162.39 to 162.83

Informational only; Commercial Vehicle Information
Details: I-5 NB Exit 162 ramps to/from OR38 / OR99 (Curtin) Effective July 28, 2014, I-5 northbound Exit 162 ramps to/from OR38 / OR99 will be intermittently closed Sunday through Thursday nights between the hours of 7 PM & 9 AM. Estimated date of completion is December 19, 2014.
Updated: 11/26/2014 10:00 am

I-5 MP 185 to 186

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) 1 Lane (Northbound) 1 Lane
Comments: Shoulder work to begin Monday but no work will occur over the Thanksgiving holiday. Evening lane closures begin December First. Use caution. I-5 Median Cable Barrier installation, MP 185 to 246 intermittently. Expect single lane closures in both directions Sunday night 9 P.M. to 5:30 A.M., and Monday to Friday, 7:30 p.m. to 5:30 a.m. each day. Project will add cable barrier and some additional guardrail in the median in locations between Salem and Eugene, as well as a short section between Creswell and Goshen. When complete, this work will help prevent median cross-over accidents through these sections of I-5.
Updated: 11/21/2014 09:48 am

I-5 MP 195.02 to 195.46

Informational only; Commercial Vehicle Information
Details: I-5 MP 195.00 to MP 195.46 NB & SB (Eugene) Effective April 9, 2013, this section of I-5 will be restricted to 17 feet 00 in. in width and 16 feet 03 in. in height on Monday - Thursday nights between the hours of 7 PM & 6:30 AM. Estimated date of completion is November 30, 2014.
Updated: 11/26/2014 10:00 am

I-5 MP 195.45 to 195.46

Informational only; Construction Work
Lanes Affected: (Southbound) 3 Lanes (Northbound) 3 Lanes
Comments: The posted speed limit has been reduced to 35 on the Beltline bridge and 50 on Interstate 5 near the interchange due to construction work zone. New, lower speed limits have been implemented on the Randy Papé Beltline bridge over Interstate 5, and on I-5 beneath the bridge where construction has begun on a two-year project to improve the I-5/Beltline interchange. Beginning Wednesday, April 17, 2013, the posted, enforceable speed limit on the Beltline bridge over I-5 will be 35 miles per hour. The speed limit on I-5 near the interchange will be reduced to 50 miles per hour. The speed limit reductions will be enforced until the project is completed in fall of 2014. The speed limit reductions are intended to improve work zone safety for all highway users and construction workers. From 2007 through 2011 in Oregon, 53 people died and more than 2,200 were injured in work zone crashes. The majority of people injured or killed in these crashes were drivers, passengers or pedestrians, not workers. The single biggest factor in crashes is driver inattention; that’s why orange cones, variable message signs and other tools are used to alert motorists. The other major contributing factor is speed, which is why work zones often require lower speed limits. National Work Zone Awareness Week is April 16-19. To learn more about work zone safety, visit ODOT’s safety website at: http://www.oregon.gov/ODOT/TS/pages/workzonesafety.aspx
Updated: 10/15/2014 06:25 am

I-5 MP 195.45 to 195.46

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) Median , Shoulder (Northbound) Median , Shoulder
Comments: Project almost complete. A small work area on the shoulder of South bound I 5 near Beltline is set up to remove old concrete pavement soon. Caution. Project Summary: This project will rebuild the interchange at Interstate 5 and Randy Pape’ Beltline Highway to meet modern design and safety standards. State funds from the Jobs and Transportation Act will build: - A new I-5 southbound to westbound Beltline off-ramp. - A new I-5 southbound to eastbound Beltline off-ramp. - A new westbound Beltline to southbound I-5 on-ramp - A new Beltline Bridge over I-5 - And base construction and structures for a new multi-use path to connect south of the interchange to north of the interchange. The path will open upon completion of Unit 4 scheduled to be constructed in 2016. This is a two year project. Construction of Unit 3 is scheduled to be completed by November 2014.
Updated: 11/21/2014 09:40 am

I-5 MP 209 to 244

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) Median , 1 Lane (Northbound) Median , 1 Lane
Comments: During construction, traffic will be reduced to a single lane and nighttime closures. Watch for intermittent work zones within project limits. This project will add cable barrier and some additional guardrail in the median in locations between Salem and Eugene, as well as, a short section between Creswell and Goshen. When complete, this work will help prevent median cross-over accidents through these sections of I-5.
Updated: 11/07/2014 3:41 pm

I-5 MP 212 to 243

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) Median , 2 Lanes (Northbound) Median , 2 Lanes
Comments: Lane closures will start the night of Dec. 1st. Watch for intermittent work zone and trucks entering and leaving the highway. This project will add cable barrier and some additional guardrail in the median in locations between Salem and Eugene, as well as a short section between Creswell and Goshen. When complete, this work will prevent median cross-over accident through these sections of the interstate.
Updated: 11/24/2014 12:01 pm

ORE22 MP 30.03

Informational only; Commercial Vehicle Information
Details: Santiam River Bridge - Mill City (not on OR22 mainline) 1st St crossing Santiam River Bridge in Mill City is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2. This restriction is NOT on the OR22 mainline.
Updated: 11/26/2014 10:00 am

ORE22 MP 68 to 73

MARION FORKS; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 43 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 11/26/2014 10:17 am

ORE22 MP 73 to 81.81

SANTIAM JCT; Road/Weather Report
Weather Condition: Partly Cloudy
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 40 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 11/26/2014 09:57 am

ORE34 MP .13

Informational only; Commercial Vehicle Information
Details: Old OR34 EB MP 0.13 (Willamette River / Van Buren St Bridge - Corvallis) Old OR34 eastbound crossing Willamette River (Van Buren St) Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 80,000 lbs. GVW., Weight Table 1.
Updated: 11/26/2014 10:00 am

ORE34 MP 44

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Downed power lines, use caution.
Last Updated: 11/26/2014 12:17 pm

ORE42 MP 48 to 62

CAMAS MTN; Road/Weather Report
Weather Condition: Overcast
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 47 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 11/26/2014 10:10 am

ORE58 MP 56 to 56.2

Informational only; Construction Work
Comments: There will be limited activity on the project to prepare roadway for 2014-15 winter season. Construction to resume under a new Contract in 2015. Check the project website www.58tunnel.com and www.Tripcheck.com for project information and closure information. Project Summary: Built in 1939, the tunnel needs serious repair and the adjacent west half viaduct and the three east viaducts are failing and need to be replaced. The OR 58: Salt Creek Tunnel and Half-Viaduct remaining project will: • Replace the half viaduct west of the tunnel • Replace the three half viaducts east of the tunnel
Updated: 11/21/2014 09:41 am

ORE58 MP 62.17

WILLAMETTE PASS; Weather Warning
Weather Condition: Clear, no precipitation
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 35 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 2 in.
Comments:
Last Updated: 11/26/2014 09:49 am

ORE58 MP 70 to 86.45

WILLAMETTE PASS EAST; Road/Weather Report
Weather Condition: Ground Fog
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 35 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 2 in.
Comments:
Last Updated: 11/26/2014 09:39 am

ORE99 MP 28.48 to 28.89

Informational only; Commercial Vehicle Information
Details: OR99E MP 28.48 to MP 28.89 NB & SB (Harrisburg) Effective December 13, 2014, this section of OR99E will be closed between the hours of 7 PM & 8 PM for one evening only for the annual Harrisburg Light Parade. There will be a signed local detour in place for legal size vehicles. The detour is not approved for oversize loads.
Updated: 11/26/2014 10:00 am

ORE99 MP 83.49 to 83.85

Informational only; Commercial Vehicle Information
Details: OR99W MP 83.49 to MP 83.85 SB (Corvallis) Effective November 28, 2014, this section of OR99W southbound (4th St) will be closed between the hours of 7 PM & 9 PM for one evening only for the annual Christmas Parade. There will be a signed local detour in place for legal size vehicles. The detour is not approved for oversize loads.
Updated: 11/26/2014 10:00 am

ORE126 MP 1.34

Informational only; Commercial Vehicle Information
Details: OR126 Business MP 1.34 WB (Willamette River / Main St Bridge - Springfield) OR126 Business westbound crossing Willamette River / Main St Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2 for divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. GVW., Weight Table 3 for non-divisible loads.
Updated: 11/26/2014 10:00 am

ORE138 MP 60.97

TOKETEE; Road/Weather Report
Weather Condition: Clear, no precipitation
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 34 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 11/26/2014 09:50 am

ORE138 MP 86.01

E DIAMOND LAKE SMT; Weather Warning
Weather Condition: Clear, no precipitation
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 32 F
High Temp:
Low Temp:
Precipitation:
New Snow: Roadside Snow: 6 in.
Comments:
Last Updated: 11/26/2014 1:17 pm

ORE164 MP 6.24

Informational only; Commercial Vehicle Information
Details: OR164 (Jefferson Hwy) MP 6.24 (Santiam River Bridge - Jefferson) OR164 crossing the Santiam River Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW. Weight Table 2 for divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. GVW., Weight Table 3 for non-divisible loads.
Updated: 11/26/2014 10:00 am

ORE230 MP 0 to 23.8

W DIAMOND LAKE SMT; Weather Warning
Weather Condition: Clear, no precipitation
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 32 F
High Temp:
Low Temp:
Precipitation:
New Snow: Roadside Snow: 8 in.
Comments:
Last Updated: 11/26/2014 1:17 pm

ORE241 MP .51

Informational only; Commercial Vehicle Information
Details: OR241 MP 0.51 (Isthmus Slough) MP 0.51 Isthmus Slough (1/2 mile from US101) is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW., Weight Table 1
Updated: 11/26/2014 10:00 am

ORE242 MP 55.46 to 92.28

Seasonal Closure; Information
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Highway 242 is now closed for the season, use alternate route.
Last Updated: 11/13/2014 1:01 pm

ORE569 MP 12.53 to 12.95

Informational only; Commercial Vehicle Information
Details: OR569 MP 12 to MP 13 EB & WB (Eugene) Effective April 9, 2013, this section of OR569 will be restricted to 14 feet 00 in. in width on Monday - Thursday nights between the hours of 7 PM & 6:30 AM. In addition, the height will be restricted to 19 feet 01 in. in height eastbound, and 18 feet 09 in. in height westbound during the same time. Estimated date of completion is November 30, 2014.
Updated: 11/26/2014 10:00 am

ORE569 MP 12.76

Informational only; Commercial Vehicle Information
Details: OR569 WB ramp to I-5 SB (Eugene) Effective May 20, 2013, the ramp from OR569 westbound to I-5 southbound will be intermittently closed on weeknights (Monday-Friday) between the hours of 8 PM & 5:30 AM. Estimated date of completion is November 30, 2014.
Updated: 11/26/2014 10:00 am

ORE569 MP 12.79

Informational only; Commercial Vehicle Information
Details: OR569 EB ramp to I-5 NB (Eugene) Effective May 20, 2013, the ramp from OR569 eastbound to I-5 northbound will be intermittently closed on weeknights (Monday-Friday) between the hours of 8 PM & 5:30 AM. Estimated date of completion is November 30, 2014.
Updated: 11/26/2014 10:00 am

US20 MP 13.21 to 13.451

Informational only; Commercial Vehicle Information
Details: US20 MP 13.21 to MP 13.52 EB & WB (Lebanon) Effective December 6, 2014, this section of US20 will be closed between the hours of 5 PM & 6 PM for one day only.
Updated: 11/26/2014 10:00 am

US20 MP 16.29 to 21.88

No to Minimum Delay; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Watch for flaggers on the roadway who are facilitating trucks entering and leaving the roadway. Please proceed with caution. Construction of Phase 3 continues with ground anchor installation and erosion control. Rock trucks and log hauling will continue intermittently. The majority of the work is taking place well away from the current US20 highway.
Updated: 11/24/2014 11:42 am

US20 MP 23.38

Informational only; Commercial Vehicle Information
Details: US20 (Corvallis-Newport Hwy) MP 23.38 (Yaquina River Bridge - Eddyville) Effective May 19, 2006, the Yaquina River Bridge near Eddyville is restricted to the following weights: 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2 for divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. GVW., Weight Table 3 for non-divisible loads. Vehicles exceeding these weights may cross the bridge if they straddle the centerline, do not exceed 25 MPH and are the only vehicle on the bridge. Certified flaggers are required to stop traffic.
Updated: 11/26/2014 10:00 am

US20 MP 25.82

No to Minimum Delay; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Mjority of the work will take place away from the US20 highway. Construction on the Phase 3A is nearly finished for the season. The contractor will demobilize equipment and complete erosion control parameters before winter. Excavation work will continue in the spring. The majority of the work will take place well away from the US20 highway.
Updated: 11/24/2014 11:43 am

US20 MP 41.53 to 71.59

TOMBSTONE; Road/Weather Report
Weather Condition: Partly Cloudy
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 45 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 11/26/2014 10:12 am

US20 MP 71.59 to 89.2

SANTIAM PASS SMT; Road/Weather Report
Weather Condition: Partly Cloudy
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 39 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 3 in.
Comments:
Last Updated: 11/26/2014 09:57 am

US97 MP 196.42 to 236.66

CHEMULT; Road/Weather Report
Weather Condition: Ground Fog
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 35 F
High Temp:
Low Temp:
Precipitation:
New Snow: Trace; Roadside Snow: 2 in.
Comments:
Last Updated: 11/26/2014 09:39 am

US101 MP 141.67

Informational only; Commercial Vehicle Information
Details: US101 MP 141.67 (Yaquina Bay Bridge - Newport) Effective March 1, 2013, the Yaquina Bay Bridge in Newport is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW, Weight Table 2 for divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle - 98,000 lbs. GVW, Weight Table 3 for non-divisible loads. Non-divisible loads exceeding these weights (up to Weight Table 5) may cross the bridge if they stop traffic/straddle the centerline and are the only vehicle on the bridge when crossing. Certified flaggers are required to stop both northbound and southbound traffic. The rolling stop method is not allowed.
Updated: 11/26/2014 10:00 am

US101 MP 170.23 to 183.16

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane
Comments: Watch for daytime single lane closures controlled by flagger or pilot car during the week and possibly on weekends. Expect up to 20 minute delays. Project information: The U.S.101 Bray’s Point to Sutton Lake Road project will address geotechnical issues at three locations: - Erosion and slide damage approximately 7 miles north of Florence (MP 183.05-183.16) - Erosion and slide damage approximately 13 miles north of Florence (MP177.54-177.79) - A failing retaining wall approximately 20 miles north of Florence (MP 170.23-170.38) The risk to the highway is high if these repairs are not made because there is no detour route available should the roadway fail. This work includes some weekend lane restrictions in order to meet a deadline associated with environmental permitting. The project will be completed by January 31, 2015. The low-bid contract of $992,000 was awarded to Wildish Standard Paving Company, Incorporated.
Updated: 11/21/2014 09:42 am

US101 MP 190.98

Informational only; Commercial Vehicle Information
Details: US101 MP 190.98 (Siuslaw River Bridge - Florence) Effective March 17, 2003, the Siuslaw River Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2 for divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle - 98,000 lbs. GVW. Weight Table 3 for non-divisible loads.
Updated: 11/26/2014 10:00 am

US101 MP 211.21

Informational only; Commercial Vehicle Information
Details: US101 MP 211.21 NB & SB (Reedsport) Effective March 6, 2014, this section of US101 will be restricted to 16 feet 00 in. in width. Throughout the duration of the project, every 120 days there will be a 10-day period when no restrictions will be in place. Contact the Over-Dimension Permit Unit for specific dates. No width restrictions will be in place from November 17, 2014 through November 28, 2014. Estimated date of completion is September 30, 2015.
Updated: 11/26/2014 10:00 am

US101 MP 233.4 to 234.5

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Expect intermittent nighttime lane closures, with flaggers for traffic control, on the McCullough Bridge. This project is expected to take 5 years. Crews will be working on the arches, applying a non-corrosive surface to them. This is the same work that has just been completed for the South end of the Bridge. Due to construction activity and safety concerns, the access road at the NE corner of the bridge is restricted. Only ODOT workers and contractors are permitted in this area. Please do not drive or park on the access road.
Updated: 11/23/2014 1:08 pm

US101 MP 233.99 to 233.46

Informational only; Commercial Vehicle Information
Details: US101 MP 233.99 NB & SB (McCullough Bridge - Coos Bay) Effective October 26, 2014, this section of US101 is restricted to 16 ft 04 in. in height. Estimated date of completion is November 1, 2018.
Updated: 11/26/2014 10:00 am

US101 MP 233.99

Informational only; Commercial Vehicle Information
Details: US101 MP 233.99 (McCullough Bridge - Coos Bay) Effective October 15, 2013, this section of US101 will be restricted to 11 feet 00 in. in width between the hours of 9 PM & 5 AM. Estimated date of completion is November 1, 2018.
Updated: 11/26/2014 10:00 am

US101 MP 259.6 to 259.8

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Road construction is occurring, use caution. Traffic control with flaggers for work on Bullards Bridge.
Updated: 11/23/2014 1:09 pm