I-5 (HWY 001) NB over UPRR


+45.50477, -122.67417
45°30'17" N, 122°40'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-5 (HWY 001) NB over UPRR
Structure number:N8588E001 30170
Location:0.2 MI N OF BURNSIDE BR
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:216.9 ft. [66.1 m]
Total length:2251.1 ft. [686.1 m]
Roadway width between curbs:31.2 ft. [9.5 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:20.0 ft. [6.1 m]
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:22
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:81,600 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:19.9 tons [18.1 metric tons]
Inventory rating:15.7 tons [14.3 metric tons]
Sufficiency rating:42.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$16,623,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201742.9FairSatisfactorySatisfactorySatisfactoryFO81600
February 201576.3FairSatisfactorySatisfactorySatisfactoryFO46208
March 201381.8FairSatisfactorySatisfactorySatisfactoryFO46208
April 201181.8FairSatisfactorySatisfactorySatisfactoryFO46208
February 201181.8FairSatisfactoryGoodGoodFO46208
February 200981.8FairSatisfactoryGoodGoodFO46208
February 200782.2FairSatisfactoryGoodGoodFO44150
February 200581.2FairFairSatisfactorySatisfactoryFO43200
February 200382.0FairSatisfactorySatisfactorySatisfactoryFO45400
February 200180.0FairSatisfactoryGoodGoodFO64710
February 199980.0GoodGoodGoodGoodFO64710
February 199782.9GoodGoodGoodGoodFO45700
February 199586.1GoodGoodGoodGoodFO23400
February 199386.1GoodGoodGoodGoodFO23400
February 199185.2FairSatisfactoryGoodGoodFO29100