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N KING ST over KALIHI STRM

Map

Coordinates:
+21.33406, -157.87968
21°20'03" N, 157°52'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N KING ST over KALIHI STRM
Structure number:003062081400037
Location:300'W/GULICK AV/N KING ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:62.0 ft. [18.9 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1933
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,033 [as of 1986]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:80.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$878,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactorySatisfactory2503380.4
May 2017FairSatisfactorySatisfactorySatisfactory2503375.2
May 2015FairSatisfactorySatisfactorySatisfactory2503375.2
March 2014FairSatisfactorySatisfactorySatisfactory2503375.2
June 2011FairSatisfactorySatisfactorySatisfactory2503375.2
June 2009FairSatisfactoryGoodGood2503375.2
January 2008FairSatisfactorySatisfactoryGood2503375.2
March 2006FairSatisfactorySatisfactoryGood2503373.2
January 2001FairSatisfactoryGoodGood2503373.2
May 1998FairSatisfactoryGoodGood2503376.8
April 1996GoodGoodGoodGood2503382.8
March 1994GoodGoodGoodGood2503390.1
May 1992GoodGoodGoodGood2503390.1
April 1990GoodGoodGoodGood2503390.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,6001,5188200
Deck
Reinforced Concrete Top Flangesq. ft.11,66711,44921800
Wearing Surfacessq. ft.7,5987,5280700
Substructure
Reinforced Concrete Pier Walllinear ft.1721560160
Reinforced Concrete Abutmentlinear ft.172172000
Joints
Pourable Jointlinear ft.172172000
Bearings
Fixed Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.13811210160