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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201557.2FairFairSatisfactoryGoodFO8087
June 201357.2FairFairSatisfactoryGoodFO8087
June 201145.6FairFairSatisfactoryGoodFO8087
June 200945.6FairFairSatisfactoryGoodFO8087
March 200945.6FairFairSatisfactoryGoodFO8087
December 200645.7FairFairSatisfactoryGoodFO7774
September 200446.5GoodGoodGoodVery GoodFO7774
August 200246.5GoodGoodGoodVery GoodFO7548
August 200046.6GoodGoodGoodVery GoodFO7400
May 199846.6GoodGoodGoodVery GoodFO7400
November 199680.1GoodGoodGoodVery GoodFO7400
December 199480.3GoodGoodGoodVery GoodFO7400
January 199380.5GoodGoodVery GoodGoodFO5000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,4821,25722500
Deck
Reinforced Concrete Decksq. ft.1,60008008000
Reinforced Concrete Top Flangesq. ft.13,0009012,3106000
Substructure
Reinforced Concrete Columneach1211100
Reinforced Concrete Abutmentlinear ft.6565000
Reinforced Concrete Pier Caplinear ft.2772671000
Joints
Pourable Jointlinear ft.120120000
Compression Jointlinear ft.4004000
Bearings
Movable Bearingeach1414000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.597059700
Steel Protective Coatingsq. ft.1,6505251,12500
Reinforced Concrete Bridge Raillinear ft.152015200