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SMA 7124;E MAIN ST over LINDSAY CREEK

Map

Coordinates:
+46.41833, -116.98833
46°25'06" N, 116°59'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SMA 7124;E MAIN ST over LINDSAY CREEK
Structure number:000000000021291
Location:IN LEWISTON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:8.9 ft. [2.7 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,500 [as of 2015]
Truck traffic:21% of total traffic
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 desirable criteria [8]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:76.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,151,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Fair6 out of 101150076.6
September 2015Fair6 out of 101150076.6
September 2013Fair6 out of 101150076.6
September 2011Good7 out of 101250076.5
September 2009Good8 out of 101250076.5
September 2007Good8 out of 101100076.7
September 2005Good8 out of 101100076.7
October 2003Good8 out of 101100072.7
November 2001Good8 out of 101100072.7
November 1999Good8 out of 101200072.2
November 1997Good9 out of 101200072.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Steel Culvertlinear ft.2403620400
Steel Protective Coatingsq. ft.5,7684,6181,15000