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HAWAII BELT RD over KAIWILAHILAHI STRM

Hawaii County, Hawaii

Map

Coordinates:
+19.97521, -155.21947
19°58'31" N, 155°13'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	HAWAII BELT RD over KAIWILAHILAHI STRM
Structure number:	001000190307555
Location:	5.22MI E/OOKALA ACC RD
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	82.0 ft. `[25.0 m]`
Total length:	219.2 ft. `[66.8 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	38.4 ft. `[11.7 m]`
Skew angle:	24°
Owner:	State Highway Agency `[01]`
Year built:	1956
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
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: 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:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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:	83.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$3,239,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Good	Good	Good	Good	7375	83.0
May 2015	Good	Good	Good	Good	7375	83.0
April 2013	Good	Good	Good	Good	7375	83.0
March 2011	Fair	Satisfactory	Good	Good	7375	83.0
April 2009	Fair	Satisfactory	Good	Good	7375	83.0
November 2007	Fair	Satisfactory	Good	Good	5575	83.0
October 2005	Fair	Satisfactory	Good	Good	5575	83.0
October 2003	Fair	Satisfactory	Good	Good	5575	83.0
July 2001	Fair	Satisfactory	Good	Good	5575	83.0
July 1999	Fair	Satisfactory	Good	Satisfactory	5575	81.0
July 1997	Fair	Satisfactory	Good	Satisfactory	5425	81.0
July 1995	Fair	Satisfactory	Good	Satisfactory	5640	79.0
October 1993	Poor	Poor	Good	Fair	5413	65.0
December 1991	Poor	Poor	Good	Fair	6240	65.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	875	875	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	8,322	8,322	0	0	0
Wearing Surfaces	sq. ft.	6,188	6,188	0	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	87	87	0	0	0
Reinforced Concrete Pier Cap	linear ft.	84	84	0	0	0
Joints
Pourable Joint	linear ft.	77	77	0	0	0
Bearings
Movable Bearing	each	10	10	0	0	0
Steel Protective Coating	sq. ft.	20	20	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	438	438	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1104970