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KINOOLE ST over ALENAIO STRM

Map

Coordinates:
+19.72012, -155.08584
19°43'12" N, 155°05'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KINOOLE ST over ALENAIO STRM
Structure number:001019301400040
Location:TMK: 2-2-08:28
Purpose:Carries highway and pedestrian walkway over relief for waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,150 [as of 1986]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:77.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$355,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2018Fair6 out of 10915077.9
May 2016Good7 out of 10915062.1
June 2014Good8 out of 10915062.1
June 2012Good8 out of 10915062.1
June 2010Good8 out of 10915062.1
June 2008Good8 out of 10915062.1
June 2006Good8 out of 10915062.1
September 1998Good8 out of 10915062.1
June 1994Good7 out of 10915087.1
June 1992Good7 out of 10915087.1
June 1990Good7 out of 10915087.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.6145700
Wearing Surfacessq. ft.1,5561,1362651550
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.68551300
Reinforced Concrete Bridge Raillinear ft.6864400