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SE HARNEY ST over B-57 OVER JOHNSON CREEK

Map 

Coordinates:
+45.46301, -122.61760
45°27'47" N, 122°37'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SE HARNEY ST over B-57 OVER JOHNSON CREEK
Structure number:25B57 000
Location:S E HARNEY ST NR S E 45TH
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:42.0 ft. [12.8 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:10.5 ft. [3.2 m]
Deck width edge-to-edge:12.1 ft. [3.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1948
Year reconstructed:1976
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:109 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:70.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$225,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201470.4Functionally obsoleteGoodGoodGood109
August 201270.4Functionally obsoleteGoodGoodGood109
September 201070.4Functionally obsoleteGoodGoodGood109
January 200970.4Functionally obsoleteGoodGoodGood109
September 200670.4Functionally obsoleteGoodGoodGood105
November 200470.3Functionally obsoleteVery GoodVery GoodGood105
September 200271.8Functionally obsoleteVery GoodVery GoodGood102
September 200071.8Functionally obsoleteVery GoodVery GoodGood100
October 199862.8Functionally obsoleteVery GoodVery GoodGood100
November 199662.8Functionally obsoleteVery GoodVery GoodGood100
December 199463.1Functionally obsoleteVery GoodVery GoodGood100
January 199372.0Functionally obsoleteVery GoodVery GoodGood100
February 199171.1Functionally obsoleteVery GoodVery GoodGood200