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US 26 (HWY 026) over HWY 1E

Map

Coordinates:
+45.50146, -122.66173
45°30'05" N, 122°39'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 26 (HWY 026) over HWY 1E
Structure number:06767A026 00098
Location:AT E BANK WILLAMETTE R
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