AHUALOA DRY RD over AHUALOA #1
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+20.04989, -155.5005920°02'60" N, 155°30'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | AHUALOA DRY RD over AHUALOA #1 |
Structure number: | 001460001100009 |
Location: | TMK 4-6-09:6 |
Purpose: | Carries highway over relief for waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 15.1 ft. [4.6 m] |
Total length: | 22.0 ft. [6.7 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: | 1930 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: December 2013
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 700 [as of 1985] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 48.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $157,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 700 | 48.0 |
December 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 48.1 |
December 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 48.1 |
January 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 700 | 47.0 |
October 2001 | Fair | Good | Good | Satisfactory | 700 | 35.3 |
September 1999 | Fair | Good | Good | Satisfactory | 700 | 35.3 |
September 1997 | Fair | Good | Good | Satisfactory | 700 | 35.3 |
September 1995 | Fair | Very Good | Very Good | Satisfactory | 700 | 39.5 |
September 1993 | Fair | Fair | Fair | Fair | 700 | 28.3 |
June 1991 | Fair | Fair | Fair | Fair | 700 | 28.3 |