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HAWAII BELT RD over NINOLE STRM

Map

Coordinates:
+19.94012, -155.17216
19°56'24" N, 155°10'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAWAII BELT RD over NINOLE STRM
Structure number:001000190308012
Location:3.00MI W/KAUNIHO RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:56.1 ft. [17.1 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Owner:State Highway Agency [01]
Year built:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,375 [as of 2007]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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:Better than present minimum criteria [7]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:68.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$619,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodGoodGood737568.1
April 2015GoodGoodGoodGood737568.1
January 2013GoodGoodGoodGood737568.1
March 2011GoodGoodGoodGood737568.1
April 2009GoodGoodGoodGood737568.1
November 2007GoodGoodGoodGood557565.4
May 2005GoodGoodGoodGood557565.4
April 2003FairSatisfactoryGoodGood557565.4
April 2001FairSatisfactoryGoodGood557565.3
April 1999FairSatisfactoryGoodGood557563.3
April 1997FairSatisfactoryGoodGood542563.4
April 1995FairSatisfactoryGoodGood564066.2
August 1993FairSatisfactoryGoodGood541366.2
September 1991FairSatisfactoryGoodGood624066.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2121625000
Steel Protective Coatingsq. ft.1,2721,272000
Reinforced Concrete Girder/Beamlinear ft.240240000
Deck
Reinforced Concrete Decksq. ft.3,0513,051000
Wearing Surfacessq. ft.2,2602,2015900
Superstructure
Steel Trusslinear ft.5454000
Steel Protective Coatingsq. ft.1,4401,440000
Substructure
Reinforced Concrete Abutmentlinear ft.7070000
Reinforced Concrete Pier Caplinear ft.5858000
Joints
Compression Jointlinear ft.9690600
Bearings
Movable Bearingeach88000
Steel Protective Coatingsq. ft.2424000
Fixed Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.226226000