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HANA HWY over WAIOHONU STRM

Map

Coordinates:
+20.70533, -155.99639
20°42'19" N, 155°59'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HANA HWY over WAIOHONU STRM
Structure number:009003600904803
Location:0.90MI S/RD TO HAMOA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:20.0 ft. [6.1 m]
Total length:97.1 ft. [29.6 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:18.4 ft. [5.6 m]
Owner:County Highway Agency [02]
Year built:2012
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:775 [as of 1998]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:72.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$465,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodVery GoodVery GoodVery Good77572.1
August 2015GoodVery GoodVery GoodVery Good77572.1
September 2013GoodVery GoodVery GoodVery Good77537.3
October 2010PoorPoorPoorFair7759.0
September 2009PoorPoorPoorFair7759.0
September 2008PoorPoorPoorFair7759.0
May 2007PoorPoorPoorFair7759.0
April 2006PoorPoorPoorFair7759.0
August 2005PoorPoorPoorFair7759.0
September 2004PoorPoorPoorFair7759.0
January 2003PoorPoorPoorFair7759.0
August 2000PoorFairSeriousFair77511.0
August 1999PoorFairSeriousFair77511.0
October 1998PoorFairPoorFair77516.5
August 1997PoorPoorSeriousFair6499.0
May 1996PoorPoorSeriousFair6499.0
May 1995PoorPoorSeriousFair6499.3
August 1993PoorSeriousSeriousFair6497.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Prestressed Concrete Top Flangesq. ft.1,8961,896000
Wearing Surfacessq. ft.1,8961,8593700
Substructure
Reinforced Concrete Pier Walllinear ft.3939000
Reinforced Concrete Abutmentlinear ft.3737000
Joints
Pourable Jointlinear ft.3600360
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.207207000