I-5 NB (HWY 001) over WILLAMETTE R HWY015 UPRR
Map
Coordinates:
+44.04495, -123.0501344°02'42" N, 123°03'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-5 NB (HWY 001) over WILLAMETTE R HWY015 UPRR |
Structure number: | 21038 001 19275 |
Location: | 01.1 MI N OF EUGENE SCL |
Purpose: | Carries highway over highway, waterway, and railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 416.0 ft. [126.8 m] |
Total length: | 1984.7 ft. [604.9 m] |
Roadway width between curbs: | 64.0 ft. [19.5 m] |
Deck width edge-to-edge: | 67.6 ft. [20.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 73,700 [as of 2016] |
Truck traffic: | 17% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 86.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Satisfactory | Very Good | Very Good | 73700 | 86.2 |
March 2015 | Fair | Satisfactory | Very Good | Very Good | 63600 | 87.2 |
November 2013 | Good | Good | Very Good | Very Good | 55400 | 81.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 5,823 | 5,823 | 0 | 0 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 168 | 168 | 0 | 0 | 0 |
Reinforced Concrete Arch | linear ft. | 1,612 | 1,612 | 0 | 0 | 0 |
Prestressed Concrete Floor Beam | linear ft. | 3,025 | 3,025 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 73,850 | 65,857 | 7,993 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 26 | 25 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 204 | 197 | 7 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 102 | 102 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 490 | 490 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 337 | 0 | 337 | 0 | 0 |
Other Joint | linear ft. | 192 | 89 | 103 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 6 | 6 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 2,541 | 2,541 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 24,835 | 24,835 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 1,553 | 0 | 1,553 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 60,039 | 58,105 | 1,934 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 56,960 | 56,960 | 0 | 0 | 0 |