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HAWAII BELT RD over HILEA STRM

Hawaii County, Hawaii

Map

Coordinates:
+19.12468, -155.52593
19°07'29" N, 155°31'33" W

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Facts

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

Name:	HAWAII BELT RD over HILEA STRM
Structure number:	001000110306489
Location:	2.84MI S/HONUAPO WHARF RD
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	19.0 ft. `[5.8 m]`
Total length:	41.0 ft. `[12.5 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.9 ft. `[8.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1940
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	2
Main spans material:	Wood or timber `[7]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,600 `[as of 2017]`
Truck traffic:	4% of total traffic
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:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	51.3
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$2,582,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Satisfactory	Fair	Fair	3600	51.3
February 2018	Fair	Satisfactory	Fair	Fair	2525	51.9
May 2016	Fair	Good	Fair	Fair	2525	60.7
October 2014	Fair	Good	Fair	Fair	2525	60.7
October 2012	Fair	Good	Fair	Fair	2525	60.7
October 2010	Fair	Good	Satisfactory	Satisfactory	2525	71.9
January 2009	Good	Good	Good	Good	2525	68.9
January 2007	Fair	Fair	Fair	Fair	2075	56.9
October 2004	Fair	Fair	Fair	Fair	2075	56.9
October 2002	Fair	Fair	Fair	Fair	2075	56.9
October 2000	Fair	Fair	Satisfactory	Satisfactory	2075	66.0
October 1998	Fair	Fair	Satisfactory	Satisfactory	2075	66.0
October 1996	Fair	Fair	Satisfactory	Satisfactory	2127	65.7
October 1994	Fair	Fair	Satisfactory	Satisfactory	975	68.2
December 1992	Fair	Satisfactory	Good	Good	1814	68.9
December 1990	Fair	Satisfactory	Good	Good	1814	68.9

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
Timber Girder/Beam	linear ft.	418	393	0	25	0
Substructure
Timber Column	each	5	3	1	1	0
Masonry Pier Wall	linear ft.	24	12	0	12	0
Masonry Abutment	linear ft.	52	28	0	24	0
Timber Pier Cap	linear ft.	27	17	6	4	0
Joints
Pourable Joint	linear ft.	48	38	0	0	10
Deck
Timber Deck	sq. ft.	1,007	907	0	100	0
Wearing Surfaces	sq. ft.	1,007	1,007	0	0	0
Bridge Rail
Timber Bridge Rail	linear ft.	76	72	4	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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