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HAWAII BELT RD over NANUE STRM

Map

Coordinates:
+19.92731, -155.15626
19°55'38" N, 155°09'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAWAII BELT RD over NANUE STRM
Structure number:001000190308146
Location:1.66MI W/KAUNIHO RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:71.9 ft. [21.9 m]
Total length:530.9 ft. [161.8 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:1952
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:10
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,375 [as of 2007]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:81.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$21,528,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactorySatisfactory737581.1
May 2015GoodGoodGoodGood737570.1
January 2013GoodGoodGoodGood737570.1
March 2011GoodGoodGoodGood737570.1
May 2009GoodGoodGoodGood737570.1
December 2007GoodGoodGoodGood542567.4
May 2005GoodGoodGoodGood542567.4
April 2003FairSatisfactoryGoodGood542567.4
April 2001FairSatisfactoryGoodGood542567.4
April 1999PoorSatisfactoryFairPoor542541.7
April 1997PoorSatisfactoryFairPoor542541.7
April 1995PoorSatisfactoryFairPoor564041.7
August 1993PoorSatisfactoryFairPoor541341.7
September 1991PoorSatisfactoryFairPoor624041.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,1242,0873700
Steel Protective Coatingsq. ft.25,34423,9978195280
Deck
Prestressed Concrete Decksq. ft.16,89616,896000
Wearing Surfacessq. ft.12,67212,672000
Substructure
Steel Columneach3634110
Steel Protective Coatingsq. ft.31,840031,84000
Reinforced Concrete Abutmentlinear ft.104104000
Joints
Pourable Jointlinear ft.2690193760
Bearings
Movable Bearingeach2020000
Steel Protective Coatingsq. ft.4004000
Fixed Bearingeach2424000
Steel Protective Coatingsq. ft.4804800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0621,062000