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WAINAKU ST over WAINAKU ST-WAILUKU RVR

Hawaii County, Hawaii

Map

Coordinates:
+19.72618, -155.09045
19°43'34" N, 155°05'26" W

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Facts

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

Name:	WAINAKU ST over WAINAKU ST-WAILUKU RVR
Structure number:	001230001100002
Location:	TMK 2-3-14:4
Purpose:	Carries highway over relief for waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	63.0 ft. `[19.2 m]`
Total length:	128.9 ft. `[39.3 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	41.3 ft. `[12.6 m]`
Owner:	County Highway Agency `[02]`
Year built:	1919
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Concrete continuous `[2]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,000 `[as of 1986]`
Deck condition:	Good `[7 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	72.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$756,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Fair	Good	Satisfactory	Satisfactory	4000	72.0
January 2016	Fair	Good	Good	Satisfactory	4000	72.0
January 2014	Fair	Satisfactory	Satisfactory	Good	4000	72.0
January 2012	Fair	Satisfactory	Satisfactory	Good	4000	72.0
January 2010	Fair	Satisfactory	Satisfactory	Good	4000	72.0
January 2008	Fair	Satisfactory	Satisfactory	Good	4000	72.0
March 2000	Fair	Satisfactory	Satisfactory	Good	4000	80.5
February 1998	Fair	Satisfactory	Satisfactory	Good	4000	82.5
February 1996	Fair	Satisfactory	Satisfactory	Good	4000	80.6
February 1994	Fair	Satisfactory	Satisfactory	Good	4000	80.6
February 1992	Fair	Satisfactory	Satisfactory	Good	4000	79.6
February 1990	Fair	Satisfactory	Satisfactory	Good	4000	79.6

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.	756	741	15	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	5,213	5,213	0	0	0
Wearing Surfaces	sq. ft.	3,780	0	0	3,780	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	34	0	34	0	0
Reinforced Concrete Abutment	linear ft.	32	25	7	0	0
Masonry Abutment	linear ft.	57	57	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	252	252	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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