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O HONOKAA-WAIPIO R over WAIULILI STRM

Hawaii County, Hawaii

Map

Coordinates:
+20.11687, -155.57748
20°07'01" N, 155°34'39" W

Facts

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

Name:	O HONOKAA-WAIPIO R over WAIULILI STRM
Structure number:	001480001100002
Location:	TMK:4-8-08:8
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	28.9 ft. `[8.8 m]`
Total length:	29.9 ft. `[9.1 m]`
Roadway width between curbs:	13.1 ft. `[4.0 m]`
Deck width edge-to-edge:	13.5 ft. `[4.1 m]`
Skew angle:	36°
Owner:	County Highway Agency `[02]`
Year built:	1920
Year reconstructed:	1979
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	100 `[as of 1981]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	63.6
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$190,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Satisfactory	Fair	Fair	100	63.6
June 2016	Good	Good	-	Good	100	68.8
June 2014	Fair	Satisfactory	Satisfactory	Satisfactory	100	68.8
June 2012	Fair	Satisfactory	Satisfactory	Satisfactory	100	68.8
June 2010	Fair	Satisfactory	Satisfactory	Satisfactory	100	68.8
June 2008	Fair	Satisfactory	Satisfactory	Satisfactory	100	68.8
June 2006	Fair	Satisfactory	Satisfactory	Satisfactory	100	68.8
May 2001	Good	Good	Good	Good	100	67.8
May 1999	Good	Good	Good	Good	100	68.8
May 1997	Good	Good	Good	Good	100	68.8
May 1995	Good	Good	Good	Good	100	61.4
May 1993	Good	Good	Good	Good	100	61.4
May 1991	Good	Good	Good	Good	100	61.4

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 Closed Web/Box Girder	linear ft.	90	0	70	20	0
Substructure
Reinforced Concrete Abutment	linear ft.	89	39	50	0	0
Joints
Compression Joint	linear ft.	28	28	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	60	5	53	2	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/1105154