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HANA HWY over PUPAPE(MANAWAIKEAE STRM

Map

Coordinates:
+20.80265, -156.07835
20°48'10" N, 156°04'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HANA HWY over PUPAPE(MANAWAIKEAE STRM
Structure number:009003600502652
Location:1.47MI E/LOWER NAHIKU RD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:State Highway Agency [01]
Year built:1926
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,720 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of replacement [2]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:49.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$496,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairGoodFairSatisfactory172049.5
January 2016FairGoodFairSatisfactory172049.5
January 2014FairGoodFairSatisfactory172049.5
February 2012FairGoodFairSatisfactory172044.5
February 2010FairGoodFairSatisfactory172044.5
January 2008FairFairFairSatisfactory140343.5
May 2001FairFairFairSatisfactory140343.5
March 1999FairFairSatisfactorySatisfactory174254.5
December 1996FairFairSatisfactorySatisfactory208154.2
May 1994FairFairSatisfactorySatisfactory190054.1
March 1992PoorFairPoorPoor190035.1
September 1988PoorFairPoorPoor190035.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.96761820
Deck
Reinforced Concrete Top Flangesq. ft.438438000
Wearing Surfacessq. ft.398398000
Substructure
Reinforced Concrete Abutmentlinear ft.2241800
Masonry Abutmentlinear ft.2222000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4804710