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HWY 1W/EVERETT RMP over FRONT AVENUE

Map 

Coordinates:
+45.52810, -122.66787
45°31'41" N, 122°40'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HWY 1W/EVERETT RMP over FRONT AVENUE
Structure number:02733B01WX00052
Location:AT WEST END OF STEEL BR
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:79.7 ft. [24.3 m]
Total length:251.3 ft. [76.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1950
Year reconstructed:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:3,500 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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 desirable criteria [8]
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:23.0 tons [20.9 metric tons]
Inventory rating:14.0 tons [12.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:62.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,174,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201662.0Functionally obsoleteSatisfactorySatisfactorySatisfactory3500
February 201459.6Functionally obsoleteSatisfactorySatisfactorySatisfactory5712
February 201259.6Functionally obsoleteSatisfactorySatisfactorySatisfactory5712
January 200959.6Functionally obsoleteGoodSatisfactoryGood5712
January 200759.7Functionally obsoleteGoodSatisfactoryGood5490
January 200552.2Functionally obsoleteSatisfactoryFairSatisfactory5330
January 200332.1Functionally obsoleteGoodFairGood5330
January 200145.3Functionally obsoleteGoodGoodGood4100
January 199945.3Functionally obsoleteGoodGoodGood4000
January 199776.5Functionally obsoleteGoodGoodGood4000
January 199576.6Functionally obsoleteGoodGoodGood4000
January 199376.6Not deficientGoodGoodGood4000
January 199178.7Not deficientGoodGoodGood3500