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LOWER CUSTER WAY over DESCHUTES RIVER

Map 

Coordinates:
+47.01656, -122.90488
47°00'60" N, 122°54'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOWER CUSTER WAY over DESCHUTES RIVER
Structure number:085452000000000
Location:00.10 S. CUSTER WAY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:75.1 ft. [22.9 m]
Total length:190.0 ft. [57.9 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1915
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:7,400 [as of 2010]
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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:73.3 tons [66.6 metric tons]
Inventory rating:43.6 tons [39.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$240,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201574.1Functionally obsoleteSatisfactorySatisfactorySatisfactory7400
September 201374.1Functionally obsoleteGoodSatisfactorySatisfactory7400
September 201164.8Functionally obsoleteGoodSatisfactoryFair7400
August 200961.1Functionally obsoleteGoodSatisfactoryFair4800
June 200859.1Functionally obsolete-SatisfactoryFair4800
June 200559.1Functionally obsolete-SatisfactoryFair4800
August 200158.1Functionally obsolete-SatisfactoryFair4800
August 199869.3Functionally obsoleteSatisfactorySatisfactorySatisfactory4800
December 199651.2Functionally obsoleteSatisfactorySatisfactorySatisfactory4800
November 199451.8Functionally obsoleteSatisfactorySatisfactorySatisfactory4800
November 199251.8Functionally obsoleteSatisfactorySatisfactorySatisfactory4800
May 199051.8Functionally obsoleteSatisfactorySatisfactorySatisfactory4800