MAMALAHOA over MAMALAHOA/WAIKAUMALO STR
Map
Coordinates:
+19.93252, -155.1625719°55'57" N, 155°09'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MAMALAHOA over MAMALAHOA/WAIKAUMALO STR |
Structure number: | 001320001100002 |
Location: | TMK 3-2-02:62 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 108.9 ft. [33.2 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 5 |
Main spans material: | Wood or timber [7] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 200 [as of 2008] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 49.4 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $540,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Good | Satisfactory | Good | 200 | 49.4 |
April 2015 | Good | Good | Good | Good | 200 | 53.6 |
May 2013 | Good | Good | Good | Good | 200 | 53.6 |
October 2011 | Poor | Poor | Fair | Fair | 200 | 43.6 |
July 2009 | Poor | Poor | Fair | Fair | 200 | 43.6 |
December 2007 | Fair | Fair | Fair | Fair | - | 47.7 |
February 2001 | Good | Good | Good | Good | - | 47.1 |
February 1999 | Good | Good | Good | Good | - | 47.1 |
February 1997 | Good | Good | Good | Good | - | 50.1 |
February 1995 | Good | Good | Good | Good | - | 51.4 |
February 1993 | Fair | Satisfactory | Good | Good | - | 51.4 |
February 1991 | Fair | Satisfactory | Good | Good | - | 51.4 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 118 | 58 | 50 | 10 | 0 |
Timber Stringer | linear ft. | 1,006 | 1,006 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 590 | 584 | 6 | 0 | 0 |
Wearing Surfaces | sq. ft. | 590 | 442 | 148 | 0 | 0 |
Substructure |
Timber Column | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 88 | 88 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 23 | 21 | 2 | 0 | 0 |
Masonry Abutment | linear ft. | 18 | 18 | 0 | 0 | 0 |
Timber Pier Cap | linear ft. | 66 | 66 | 0 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 1,580 | 1,548 | 32 | 0 | 0 |
Bearings |
Other Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 59 | 0 | 59 | 0 | 0 |
Timber Bridge Rail | linear ft. | 155 | 155 | 0 | 0 | 0 |