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KAWAIHAE-MAHUKONA over WALAOHIA GULCH

Hawaii County, Hawaii

Map

Coordinates:
+20.22300, -155.76107
20°13'23" N, 155°45'40" W

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Facts

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

Name:	KAWAIHAE-MAHUKONA over WALAOHIA GULCH
Structure number:	001002700502266
Location:	1.56MI E/KOHALA MILL RD
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	160.1 ft. `[48.8 m]`
Roadway width between curbs:	18.0 ft. `[5.5 m]`
Deck width edge-to-edge:	20.3 ft. `[6.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1919
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	4
Main spans material:	Concrete continuous `[2]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,760 `[as of 2007]`
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 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:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	74.4
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$6,173,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Satisfactory	Satisfactory	Satisfactory	5760	74.4
April 2016	Good	Good	Good	Good	5760	45.1
April 2014	Good	Good	Good	Good	5760	45.1
April 2012	Fair	Satisfactory	Good	Good	5760	45.1
June 2010	Fair	Satisfactory	Good	Good	5760	45.1
July 2008	Fair	Satisfactory	Good	Good	1611	48.2
April 2006	Fair	Satisfactory	Good	Good	1611	48.2
February 2004	Fair	Satisfactory	Good	Good	1611	48.2
February 2002	Fair	Satisfactory	Good	Good	1611	48.2
February 2000	Fair	Satisfactory	Satisfactory	Good	1611	46.2
February 1998	Fair	Satisfactory	Satisfactory	Good	1611	46.2
February 1996	Fair	Satisfactory	Satisfactory	Good	1557	46.0
April 1994	Fair	Satisfactory	Satisfactory	Good	1762	46.0
June 1992	Fair	Satisfactory	Satisfactory	Good	2071	45.9
June 1990	Fair	Satisfactory	Satisfactory	Good	2071	45.9

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.	644	444	200	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,220	3,220	0	0	0
Wearing Surfaces	sq. ft.	2,898	2,898	0	0	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	40	24	16	0	0
Reinforced Concrete Pier Cap	linear ft.	60	40	20	0	0
Bearings
Movable Bearing	each	4	4	0	0	0
Fixed Bearing	each	16	16	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	322	322	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/1105045