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MAMALAHOA over MAMALAHOA/HAKALAU STRM
Map
Coordinates:
+19.89721, -155.13227
19°53'50" N, 155°07'56" W
+19.89721, -155.13227
19°53'50" N, 155°07'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MAMALAHOA over MAMALAHOA/HAKALAU STRM |
| Structure number: | 001290001100003 |
| Location: | TMK 2-9-02:25 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 66.9 ft. [20.4 m] |
| Total length: | 66.9 ft. [20.4 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1930 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Other [9] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 20 [as of 1986] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Critical [2 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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: | 40.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $11,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Poor | - | Good | Critical | 20 | 40.0 |
| June 2015 | Fair | - | Good | Fair | 20 | 75.9 |
| June 2013 | Good | Good | Good | Good | 20 | 86.9 |
| November 2011 | Good | Good | Good | Good | 20 | 86.9 |
| November 2009 | Good | Good | Good | Good | 20 | 86.9 |
| December 2007 | Good | Good | Good | Good | 20 | 87.9 |
| April 2000 | Good | Good | Good | Good | 20 | 94.0 |
| April 1998 | Good | Good | Good | Good | 20 | 94.0 |
| April 1996 | Good | Good | Good | Good | 20 | 90.8 |
| April 1994 | Good | Good | Good | Good | 20 | 90.8 |
| April 1992 | Good | Good | Good | Good | 20 | 89.8 |
| April 1990 | Good | Good | Good | Good | 20 | 89.8 |
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 Arch | linear ft. | 64 | 50 | 14 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 1,360 | 1,360 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 45 | 23 | 0 | 0 | 22 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 136 | 0 | 136 | 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/1105107
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1105107