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MAMALAHOA over MAMALAHOA/KAULA GLH
Map
Coordinates:
+20.00947, -155.28601
20°00'34" N, 155°17'10" W
+20.00947, -155.28601
20°00'34" N, 155°17'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MAMALAHOA over MAMALAHOA/KAULA GLH |
| Structure number: | 001410001100001 |
| Location: | TMK 4-1-01:15 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 17.1 ft. [5.2 m] |
| Total length: | 52.2 ft. [15.9 m] |
| Roadway width between curbs: | 16.1 ft. [4.9 m] |
| Deck width edge-to-edge: | 17.1 ft. [5.2 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1928 |
| Year reconstructed: | 2009 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Girder and floorbeam system [03] |
| Deck type: | Wood or Timber [8] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 300 [as of 1986] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 53.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $400,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Fair | Satisfactory | Very Good | Satisfactory | 300 | 53.2 |
| October 2015 | Fair | Satisfactory | Very Good | Satisfactory | 300 | 44.1 |
| October 2013 | Fair | Excellent | Excellent | Satisfactory | 300 | 44.1 |
| December 2011 | Fair | Excellent | Excellent | Satisfactory | 300 | 44.1 |
| December 2009 | Fair | Excellent | Excellent | Satisfactory | 300 | 44.1 |
| December 2007 | Poor | Serious | Fair | Satisfactory | 300 | 31.0 |
| March 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 32.6 |
| March 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 32.6 |
| March 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 40.6 |
| March 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 39.9 |
| March 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 39.9 |
| March 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 39.9 |
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 | ||||||
| Steel Stringer | linear ft. | 468 | 468 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 2,758 | 2,145 | 613 | 0 | 0 |
| Substructure | ||||||
| Timber Column | each | 4 | 0 | 4 | 0 | 0 |
| Reinforced Concrete Pier Wall | linear ft. | 40 | 18 | 22 | 0 | 0 |
| Masonry Abutment | linear ft. | 44 | 0 | 44 | 0 | 0 |
| Timber Pier Cap | linear ft. | 22 | 0 | 22 | 0 | 0 |
| Deck | ||||||
| Timber Deck | sq. ft. | 930 | 738 | 138 | 54 | 0 |
| Bearings | ||||||
| Movable Bearing | each | 27 | 27 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Timber Bridge Rail | linear ft. | 104 | 0 | 104 | 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/1105116
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1105116