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OSHIRO RD over RELIEF OSHIRO RD

Hawaii County, Hawaii

Map

Coordinates:
+19.53359, -155.13446
19°32'01" N, 155°08'04" W

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Facts

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

Name:	OSHIRO RD over RELIEF OSHIRO RD
Structure number:	001180001100004
Location:	TMK 1-8-05:30
Purpose:	Carries highway and pedestrian walkway over relief for waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	35.8 ft. `[10.9 m]`
Total length:	39.0 ft. `[11.9 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Owner:	County Highway Agency `[02]`
Year built:	1940
Year reconstructed:	2003
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	260 `[as of 1986]`
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	98.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$264,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Good	Very Good	Very Good	Very Good	260	98.0
December 2015	Good	Very Good	Very Good	Very Good	260	98.0
January 2014	Good	Very Good	Very Good	Very Good	260	98.0
January 2012	Good	Excellent	Excellent	Excellent	2360	77.4
May 2010	Good	Excellent	Excellent	Excellent	2360	77.4
January 2010	Good	Excellent	Excellent	Excellent	2360	77.4
January 2008	Good	Excellent	Excellent	Excellent	2360	77.4
February 2006	Good	Excellent	Excellent	Excellent	2360	77.4
August 2000	Fair	Fair	Good	Good	260	26.9
July 1998	Poor	Poor	Good	Good	260	26.9
July 1996	Fair	Fair	Good	Good	260	26.7
July 1994	Fair	Fair	Good	Good	260	31.3
July 1992	Fair	Fair	Good	Good	260	31.3
July 1990	Fair	Satisfactory	Good	Good	260	32.3

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
Prestressed Concrete Girder/Beam	linear ft.	333	333	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,326	1,326	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	68	68	0	0	0
Joints
Compression Joint	linear ft.	64	64	0	0	0
Bearings
Elastomeric Bearing	each	18	18	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	78	78	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	78	78	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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