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HAWAII BELT RD over NINOLE STRM

Map

Coordinates:
+19.13860, -155.51735
19°08'19" N, 155°31'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAWAII BELT RD over NINOLE STRM
Structure number:001000110306600
Location:0.76MI S/PUNALUU BLK SD R
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:19.0 ft. [5.8 m]
Total length:60.0 ft. [18.3 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:3
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: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,525 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:47.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,094,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairFairFairFair252547.1
May 2016FairGoodSatisfactorySatisfactory252573.0
October 2014FairGoodSatisfactorySatisfactory252573.0
October 2012FairGoodFairFair252561.7
October 2010FairGoodSatisfactorySatisfactory252573.0
January 2009GoodGoodGoodGood252573.0
January 2007FairSatisfactoryFairFair207558.9
October 2004FairSatisfactoryFairFair207558.9
October 2002FairSatisfactoryFairFair207558.9
October 2000FairSatisfactorySatisfactorySatisfactory207568.1
October 1998FairSatisfactorySatisfactorySatisfactory207568.1
October 1996FairSatisfactorySatisfactoryGood212767.8
October 1994FairSatisfactorySatisfactoryGood97570.3
December 1992FairSatisfactoryGoodGood181471.0
December 1990FairSatisfactoryGoodGood181471.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.704007040
Substructure
Timber Columneach100064
Masonry Abutmentlinear ft.52380140
Timber Pier Caplinear ft.48024240
Joints
Pourable Jointlinear ft.5252000
Deck
Timber Decksq. ft.1,48201,2322500
Bridge Rail
Timber Bridge Raillinear ft.114800340