Share:

KAPIOLANI BLVD over MAKIKI DITCH

Map

Coordinates:
+21.29029, -157.83462
21°17'25" N, 157°50'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KAPIOLANI BLVD over MAKIKI DITCH
Structure number:003062021400052
Location:320'E/KALAKAUA/KAP BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:40.0 ft. [12.2 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Skew angle:50°
Owner:County Highway Agency [02]
Year built:1931
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:39,349 [as of 2000]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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 minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:43.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$733,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactoryFair3934943.7
November 2015FairGoodSatisfactoryFair3934943.7
September 2012FairSatisfactoryFairFair3934955.7
September 2010FairSatisfactoryFairFair3934955.7
October 2008FairSatisfactorySatisfactorySatisfactory3934966.9
June 2006FairSatisfactorySatisfactorySatisfactory3934964.9
April 2002FairSatisfactorySatisfactorySatisfactory3934964.9
March 2000FairGoodSatisfactorySatisfactory4188064.5
June 1997GoodGoodGoodGood4188073.9
March 1995GoodGoodGoodGood4188075.0
March 1993FairGoodGoodSatisfactory4188075.0
April 1991FairGoodGoodSatisfactory4188075.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.7026109200
Deck
Reinforced Concrete Top Flangesq. ft.3,1122,98412800
Wearing Surfacessq. ft.3,1123,112000
Substructure
Reinforced Concrete Abutmentlinear ft.2822701200
Reinforced Concrete Pileeach3430400
Reinforced Concrete Pier Caplinear ft.3082971100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9309300