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NW WILSON STREET over HWY 2W US30

Map 

Coordinates:
+45.53765, -122.69773
45°32'16" N, 122°41'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NW WILSON STREET over HWY 2W US30
Structure number:16510 02W 00174
Location:1.7 MI W OF W FREMONT INT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:96.8 ft. [29.5 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:5,155 [as of 2010]
Truck traffic:18% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:36.7 tons [33.4 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Sufficiency rating:92.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201592.6Not deficientGoodSatisfactorySatisfactory5155
October 201392.6Not deficientGoodSatisfactorySatisfactory5155
October 201198.0Not deficientGoodSatisfactoryGood5155
September 200998.5Not deficientGoodGoodGood5155
October 200798.5Not deficientGoodGoodGood4955
October 200598.5Not deficientGoodGoodGood4955
October 200398.5Not deficientGoodGoodGood4811
October 200198.6Not deficientGoodGoodGood3701
October 199998.6Not deficientGoodGoodGood3701
October 199798.6Not deficientGoodGoodGood3700
October 199598.7Not deficientGoodGoodGood3700
September 199398.7Not deficientGoodGoodGood3700
October 199196.7Not deficientGoodVery GoodGood3600