Share:

FLESHMAN WAY over SNAKE RIVER

Map

Coordinates:
+46.39667, -117.04306
46°23'48" N, 117°02'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FLESHMAN WAY over SNAKE RIVER
Structure number:083744000000000
Location:0.1 E JCT SR 129
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:609.9 ft. [185.9 m]
Total length:1866.2 ft. [568.8 m]
Roadway width between curbs:53.8 ft. [16.4 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:59.1 ft. [18.0 m]
Owner:County Highway Agency [02]
Year built:1982
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2015]
Truck traffic:7% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:In place but re-evaluation of design suggested [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:86.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$93,050,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory210086.3
September 2016FairSatisfactorySatisfactorySatisfactory1750075.8
September 2014PoorSatisfactorySatisfactoryPoor2100042.5
September 2012PoorSatisfactorySatisfactoryPoor2100057.4
May 2011PoorGoodGoodPoor2100057.4
September 2010PoorVery GoodGoodPoor2100057.4
September 2008PoorVery GoodGoodPoor2100057.4
January 2007GoodVery GoodGoodGood2100087.7
October 2006GoodVery GoodGoodGood2100087.7
October 2004GoodVery GoodGoodGood2100087.7
November 1996GoodVery GoodVery GoodGood1401389.8
November 1994GoodVery GoodGoodGood1401389.5
November 1992GoodVery GoodGoodGood1401389.5
November 1991FairVery GoodSatisfactorySatisfactory680091.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,74901,74900
Substructure
Reinforced Concrete Pier Walllinear ft.270270000
Reinforced Concrete Abutmentlinear ft.115922300
Reinforced Concrete Pile Cap/Footinglinear ft.31110
Joints
Strip Seal Jointlinear ft.141014100
Bearings
Movable Bearingeach44000
Enclosed/Concealed Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,7343,734000