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HOOMANA RD over PLT RD (HOOMANA OPASS

Map

Coordinates:
+21.97587, -159.37364
21°58'33" N, 159°22'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOOMANA RD over PLT RD (HOOMANA OPASS
Structure number:007380021138001
Location:0.038MI N/KAMALII HWY
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:20.7 ft. [6.3 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:48°
Owner:County Highway Agency [02]
Year built:1928
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2012

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:300 [as of 1994]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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 corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 not over waterway. [N]
Sufficiency rating:45.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$166,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2012FairSatisfactorySatisfactoryFair30045.2
July 2010FairSatisfactorySatisfactoryFair30046.3
October 2007FairSatisfactorySatisfactoryFair30043.3
January 2003FairGoodSatisfactoryFair3008.9
February 2001FairGoodSatisfactorySatisfactory30021.2
March 1999FairGoodSatisfactorySatisfactory30021.2
December 1996GoodGoodGoodGood30020.8
May 1994GoodGoodGoodGood30023.4
May 1993FairGoodGoodSatisfactory43456.9
April 1990GoodGoodGoodGood43456.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.6565000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8282000
Deck
Reinforced Concrete Slabsq. ft.261261000
Wearing Surfacessq. ft.261261000