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HAWAII BELT RD over AHOLE STRM

Map

Coordinates:
+19.94920, -155.18280
19°56'57" N, 155°10'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAWAII BELT RD over AHOLE STRM
Structure number:001000190307917
Location:3.95MI W/KAUNIHO RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:65.0 ft. [19.8 m]
Total length:137.1 ft. [41.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1934
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:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 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:66.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,026,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodGoodGood737566.0
May 2015GoodGoodGoodGood737579.1
April 2013GoodGoodGoodGood737579.1
March 2011FairSatisfactorySatisfactoryGood737579.1
April 2009FairSatisfactorySatisfactoryGood737579.1
November 2007FairSatisfactorySatisfactoryGood557576.3
May 2005FairSatisfactoryFairGood557565.2
April 2003FairSatisfactoryFairGood557565.2
April 2001FairSatisfactoryFairGood557565.2
April 1999FairSatisfactoryFairSatisfactory557566.2
April 1997FairSatisfactoryFairSatisfactory542563.2
April 1995FairSatisfactoryFairSatisfactory564066.3
August 1993FairSatisfactorySatisfactorySatisfactory541377.5
September 1991FairSatisfactorySatisfactorySatisfactory624077.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.552552000
Deck
Reinforced Concrete Decksq. ft.4,1404,140000
Wearing Surfacessq. ft.3,3123,312000
Substructure
Reinforced Concrete Pier Walllinear ft.3030000
Reinforced Concrete Abutmentlinear ft.6666000
Joints
Compression Jointlinear ft.6006000
Bearings
Enclosed/Concealed Bearingeach88000
Other Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.280002800