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OR 99W/HOLLADAY RP over B-146 STEEL BR RP X UPRR

Map 

Coordinates:
+45.52969, -122.66657
45°31'47" N, 122°39'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OR 99W/HOLLADAY RP over B-146 STEEL BR RP X UPRR
Structure number:06683D01WX00044
Location:NE END OF STEEL BRIDGE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:101.1 ft. [30.8 m]
Total length:317.9 ft. [96.9 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:34.5 ft. [10.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1952
Year reconstructed:1985
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:6
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:8,087 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
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:57.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,629,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201557.2Functionally obsoleteFairSatisfactoryGood8087
June 201357.2Functionally obsoleteFairSatisfactoryGood8087
June 201145.6Functionally obsoleteFairSatisfactoryGood8087
June 200945.6Functionally obsoleteFairSatisfactoryGood8087
March 200945.6Functionally obsoleteFairSatisfactoryGood8087
December 200645.7Functionally obsoleteFairSatisfactoryGood7774
September 200446.5Functionally obsoleteGoodGoodVery Good7774
August 200246.5Functionally obsoleteGoodGoodVery Good7548
August 200046.6Functionally obsoleteGoodGoodVery Good7400
May 199846.6Functionally obsoleteGoodGoodVery Good7400
November 199680.1Functionally obsoleteGoodGoodVery Good7400
December 199480.3Functionally obsoleteGoodGoodVery Good7400
January 199380.5Functionally obsoleteGoodVery GoodGood5000