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HAWAII BELT RD over MANOWAIOPAE STRM

Hawaii County, Hawaii

Map

Coordinates:
+19.98342, -155.23143
19°59'00" N, 155°13'53" W

Facts

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

Name:	HAWAII BELT RD over MANOWAIOPAE STRM
Structure number:	001000190307457
Location:	4.24MI W/OOKALA ACC RD
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	87.9 ft. `[26.8 m]`
Total length:	233.9 ft. `[71.3 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	38.4 ft. `[11.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1957
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
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: May 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	7,375 `[as of 2007]`
Truck traffic:	9% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	78.3
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$1,174,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Good	Good	Good	Good	7375	78.3
May 2015	Good	Good	Good	Good	7375	73.8
April 2013	Good	Good	Good	Good	7375	73.8
March 2011	Fair	Satisfactory	Good	Good	7375	73.8
April 2009	Fair	Satisfactory	Good	Good	7375	73.8
November 2007	Fair	Satisfactory	Good	Good	5575	74.0
November 2006	Fair	Satisfactory	Good	Good	5575	74.0
October 2003	Fair	Satisfactory	Good	Good	5575	74.0
July 2001	Fair	Satisfactory	Good	Good	5575	74.0
July 1999	Fair	Satisfactory	Satisfactory	Good	5575	72.0
July 1997	Fair	Satisfactory	Satisfactory	Good	5425	72.1
July 1995	Fair	Satisfactory	Satisfactory	Good	5640	68.9
October 1993	Fair	Fair	Satisfactory	Good	5413	67.9
December 1991	Fair	Fair	Satisfactory	Good	6240	67.8

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 Closed Web/Box Girder	linear ft.	234	234	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	9,196	9,196	0	0	0
Wearing Surfaces	sq. ft.	6,756	6,756	0	0	0
Substructure
Reinforced Concrete Column	each	2	2	0	0	0
Reinforced Concrete Abutment	linear ft.	77	77	0	0	0
Reinforced Concrete Pier Cap	linear ft.	68	68	0	0	0
Joints
Pourable Joint	linear ft.	77	77	0	0	0
Bearings
Fixed Bearing	each	2	2	0	0	0
Steel Protective Coating	sq. ft.	156	156	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/1104967