Share:

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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:109 [as of 2010]
Truck traffic:1% 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: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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201670.4FairSatisfactorySatisfactorySatisfactoryFO109
August 201470.4GoodGoodGoodGoodFO109
August 201270.4GoodGoodGoodGoodFO109
September 201070.4GoodGoodGoodGoodFO109
January 200970.4GoodGoodGoodGoodFO109
September 200670.4GoodGoodGoodGoodFO105
November 200470.3GoodVery GoodVery GoodGoodFO105
September 200271.8GoodVery GoodVery GoodGoodFO102
September 200071.8GoodVery GoodVery GoodGoodFO100
October 199862.8GoodVery GoodVery GoodGoodFO100
November 199662.8GoodVery GoodVery GoodGoodFO100
December 199463.1GoodVery GoodVery GoodGoodFO100
January 199372.0GoodVery GoodVery GoodGoodFO100
February 199171.1GoodVery GoodVery GoodGoodFO200