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HAWAII BELT RD over KOLEKOLE STRM

Map

Coordinates:
+19.88271, -155.11903
19°52'58" N, 155°07'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAWAII BELT RD over KOLEKOLE STRM
Structure number:001000190308549
Location:0.10MI W/KOLEKOLE PK RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:130.9 ft. [39.9 m]
Total length:497.1 ft. [151.5 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:1950
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:2
Main spans material:Steel [3]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:7,200 [as of 2017]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:51.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,291,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorSatisfactoryPoorSatisfactory720051.5
January 2017GoodGoodGoodGood737568.2
March 2015GoodGoodGoodGood737568.2
January 2013FairFairSatisfactoryGood737567.2
March 2011FairFairSatisfactoryGood737567.2
May 2009FairFairSatisfactoryGood737567.2
December 2007FairFairSatisfactoryGood542567.2
November 2006FairFairSatisfactoryGood542567.2
May 2005FairFairSatisfactoryGood542567.2
April 2003FairFairSatisfactoryGood542567.2
April 2001FairFairSatisfactoryGood542567.2
May 1999FairFairSatisfactoryGood542568.2
May 1997FairFairSatisfactoryGood542568.2
April 1995FairSatisfactorySatisfactoryGood564068.9
August 1993FairSatisfactorySatisfactoryGood541368.9
September 1991FairSatisfactorySatisfactoryGood624068.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.93208021300
Steel Protective Coatingsq. ft.15,844013,12002,724
Steel Stringerlinear ft.1,04802627860
Steel Protective Coatingsq. ft.7,45402,1553,5991,700
Deck
Reinforced Concrete Decksq. ft.19,15810,6428,500160
Wearing Surfacessq. ft.13,94413,34460000
Superstructure
Steel Trusslinear ft.524005240
Steel Protective Coatingsq. ft.14,24407,7442,0004,500
Steel Floor Beamlinear ft.3050852200
Steel Protective Coatingsq. ft.2,56008001,295465
Steel Gusset Plateeach4800480
Steel Protective Coatingsq. ft.1,4240001,424
Substructure
Reinforced Concrete Columneach1010000
Reinforced Concrete Abutmentlinear ft.112922000
Reinforced Concrete Pile Cap/Footinglinear ft.1111000
Reinforced Concrete Pier Caplinear ft.160950650
Joints
Pourable Jointlinear ft.270002700
Open Jointlinear ft.7500750
Bearings
Movable Bearingeach2401860
Steel Protective Coatingsq. ft.48036120
Fixed Bearingeach2402040
Steel Protective Coatingsq. ft.4804008
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9969653100