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BELMONT ST over OR 99E (HWY 001E)

Map 

Coordinates:
+45.51651, -122.66180
45°30'59" N, 122°39'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BELMONT ST over OR 99E (HWY 001E)
Structure number:02758A935000000
Location:EAST END MORRISON BR
Purpose:Carries highway overpass over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:127.0 ft. [38.7 m]
Total length:1733.0 ft. [528.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1958
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:27
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:24,733 [as of 2010]
Truck traffic:10% 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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:31.9 tons [29.0 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:71.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$13,169,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201571.7Functionally obsoleteSatisfactoryGoodSatisfactory24733
March 201358.7Not deficientSatisfactoryGoodGood24733
March 201158.7Not deficientSatisfactoryGoodGood24733
February 200954.7Functionally obsoleteSatisfactoryGoodGood24733
September 200657.7Functionally obsoleteSatisfactoryGoodGood23775
October 200454.5Functionally obsoleteSatisfactoryGoodGood23775
September 200254.5Functionally obsoleteSatisfactoryGoodGood23083
July 200054.5Functionally obsoleteGoodGoodGood22411
20000.0Not applicable---96300
July 199866.2Functionally obsoleteGoodGoodGood22706
July 199673.5Not deficientGoodGoodGood22706
July 199474.5Not deficientGoodGoodGood22706
June 199274.5Not deficientGoodGoodSatisfactory28220
June 199074.5Not deficientGoodSatisfactorySatisfactory8370