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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
May 201553.9Functionally obsoleteSatisfactoryGoodSatisfactory41200
May 201357.2Functionally obsoleteSatisfactoryGoodSatisfactory40000
May 201157.2Functionally obsoleteSatisfactoryGoodSatisfactory40000
August 200968.4Functionally obsoleteSatisfactoryGoodSatisfactory46300
October 200767.4Functionally obsoleteSatisfactoryGoodSatisfactory51200
October 200569.4Functionally obsoleteSatisfactoryGoodSatisfactory51200
October 200367.8Functionally obsoleteGoodGoodSatisfactory60100
October 200167.9Functionally obsoleteGoodGoodGood59400
October 199965.6Functionally obsoleteSatisfactoryGoodGood55500
October 199765.0Functionally obsoleteGoodGoodGood65000
October 199567.7Functionally obsoleteGoodGoodGood47200
September 199367.7Functionally obsoleteGoodGoodGood47200
October 199165.8Functionally obsoleteVery GoodGoodGood46700