Share:

HAWAII BELT RD over HONOLII STRM

Map

Coordinates:
+19.75647, -155.09219
19°45'23" N, 155°05'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAWAII BELT RD over HONOLII STRM
Structure number:001000190309493
Location:0.11MI E/PAUKAA DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:98.1 ft. [29.9 m]
Total length:544.0 ft. [165.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1936
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:8
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,455 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:70.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,087,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairGoodSatisfactoryGood1545570.8
March 2015FairGoodSatisfactoryGood1545571.9
January 2013FairFairSatisfactorySatisfactory1545570.9
March 2011FairFairSatisfactorySatisfactory1545570.9
May 2009FairFairSatisfactorySatisfactory1545570.9
November 2007FairFairSatisfactorySatisfactory1347671.1
September 2005FairFairSatisfactorySatisfactory1347671.1
October 2003FairFairSatisfactorySatisfactory1347671.1
July 2001FairFairSatisfactorySatisfactory1347671.1
July 1999FairFairSatisfactorySatisfactory1347669.1
July 1997FairFairSatisfactorySatisfactory1347666.1
July 1995FairFairSatisfactorySatisfactory1362869.2
October 1993FairFairFairSatisfactory1302257.9
December 1991FairFairFairSatisfactory1335057.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,9801,8869400
Deck
Reinforced Concrete Decksq. ft.16,33516,335000
Wearing Surfacessq. ft.12,87012,870000
Substructure
Prestressed Concrete Columneach1010000
Reinforced Concrete Abutmentlinear ft.6060000
Reinforced Concrete Pier Caplinear ft.150148200
Joints
Compression Jointlinear ft.165157080
Bearings
Movable Bearingeach44000
Fixed Bearingeach6464000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9909781020