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US 30 (HWY 02W)CON over NW VAUGHN STREET

Map 

Coordinates:
+45.53726, -122.69770
45°32'14" N, 122°41'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 30 (HWY 02W)CON over NW VAUGHN STREET
Structure number:16511 02WC00170
Location:1.7 MI W OF W FREMONT INT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:133.9 ft. [40.8 m]
Total length:219.5 ft. [66.9 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:65.6 ft. [20.0 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1988
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:16,500 [as of 2014]
Truck traffic:15% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:28.8 tons [26.2 metric tons]
Inventory rating:22.4 tons [20.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,397,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201577.5Functionally obsoleteSatisfactorySatisfactorySatisfactory16500
October 201377.5Functionally obsoleteSatisfactorySatisfactorySatisfactory16700
October 201192.7Functionally obsoleteGoodSatisfactoryGood16700
September 200989.3Functionally obsoleteGoodGoodGood16700
October 200787.9Functionally obsoleteGoodGoodGood29406
October 200587.9Functionally obsoleteGoodGoodGood29406
October 200387.9Functionally obsoleteSatisfactoryGoodGood29406
October 200188.0Functionally obsoleteGoodGoodGood28550
October 199986.2Functionally obsoleteGoodGoodGood45901
October 199788.3Not deficientGoodGoodGood45900
October 199587.1Not deficientGoodGoodGood45900
September 199387.1Not deficientGoodGoodGood45900
October 199185.3Not deficientGoodGoodGood44000