US 26 (HWY 026) over HWY 1E


+45.50146, -122.66173
45°30'05" N, 122°39'42" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 26 (HWY 026) over HWY 1E
Structure number:06767A026 00098
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:93.5 ft. [28.5 m]
Total length:129.6 ft. [39.5 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1966
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:41,200 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:30.3 tons [27.5 metric tons]
Inventory rating:23.2 tons [21.1 metric tons]
Sufficiency rating:53.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,109,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201553.9FairSatisfactoryGoodSatisfactoryFO41200
May 201357.2FairSatisfactoryGoodSatisfactoryFO40000
May 201157.2FairSatisfactoryGoodSatisfactoryFO40000
August 200968.4FairSatisfactoryGoodSatisfactoryFO46300
October 200767.4FairSatisfactoryGoodSatisfactoryFO51200
October 200569.4FairSatisfactoryGoodSatisfactoryFO51200
October 200367.8FairGoodGoodSatisfactoryFO60100
October 200167.9GoodGoodGoodGoodFO59400
October 199965.6FairSatisfactoryGoodGoodFO55500
October 199765.0GoodGoodGoodGoodFO65000
October 199567.7GoodGoodGoodGoodFO47200
September 199367.7GoodGoodGoodGoodFO47200
October 199165.8GoodVery GoodGoodGoodFO46700

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Closed Web/Box Girderlinear ft.1,5541,549230
Steel Stringerlinear ft.130130000
Steel Protective Coatingsq. ft.686686000
Steel Floor Beamlinear ft.1818000
Steel Protective Coatingsq. ft.151151000
Reinforced Concrete Top Flangesq. ft.6,6856,6751000
Wearing Surfacessq. ft.5,3743,7631,0745370
Reinforced Concrete Abutmentlinear ft.5252000
Steel Pileeach1919000
Reinforced Concrete Pier Caplinear ft.4848000
Compression Jointlinear ft.1502570550
Elastomeric Bearingeach9696000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.260260000
Steel Protective Coatingsq. ft.1,6121,612000