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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.11,6453,4938,15200
Steel Protective Coatingsq. ft.191,79157,53795,89638,3580
Reinforced Concrete Girder/Beamlinear ft.56528328200
Reinforced Concrete Decksq. ft.96,08136,03340,03220,0160
Wearing Surfacessq. ft.90,51190,511000
Reinforced Concrete Top Flangesq. ft.4,2044,204000
Wearing Surfacessq. ft.3,9593,959000
Reinforced Concrete Columneach4642400
Reinforced Concrete Abutmentlinear ft.9090000
Steel Pier Caplinear ft.86069170
Steel Protective Coatingsq. ft.2,18101,7454360
Reinforced Concrete Pier Caplinear ft.881647187470
Strip Seal Jointlinear ft.3500700280
Compression Jointlinear ft.800000800
Other Jointlinear ft.9009000
Elastomeric Bearingeach6565000
Movable Bearingeach8407266
Fixed Bearingeach8407860
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,4151,51590000