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HAWAII BELT RD over HILEA STRM

Map

Coordinates:
+19.12468, -155.52593
19°07'29" N, 155°31'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAWAII BELT RD over HILEA STRM
Structure number:001000110306489
Location:2.84MI S/HONUAPO WHARF RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:19.0 ft. [5.8 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,600 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:51.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,582,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactoryFairFair360051.3
February 2018FairSatisfactoryFairFair252551.9
May 2016FairGoodFairFair252560.7
October 2014FairGoodFairFair252560.7
October 2012FairGoodFairFair252560.7
October 2010FairGoodSatisfactorySatisfactory252571.9
January 2009GoodGoodGoodGood252568.9
January 2007FairFairFairFair207556.9
October 2004FairFairFairFair207556.9
October 2002FairFairFairFair207556.9
October 2000FairFairSatisfactorySatisfactory207566.0
October 1998FairFairSatisfactorySatisfactory207566.0
October 1996FairFairSatisfactorySatisfactory212765.7
October 1994FairFairSatisfactorySatisfactory97568.2
December 1992FairSatisfactoryGoodGood181468.9
December 1990FairSatisfactoryGoodGood181468.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.4183930250
Substructure
Timber Columneach53110
Masonry Pier Walllinear ft.24120120
Masonry Abutmentlinear ft.52280240
Timber Pier Caplinear ft.2717640
Joints
Pourable Jointlinear ft.48380010
Deck
Timber Decksq. ft.1,00790701000
Wearing Surfacessq. ft.1,0071,007000
Bridge Rail
Timber Bridge Raillinear ft.7672400