MANOWAIOPAE HWT RD over KILAU STRM
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+19.97833, -155.2500019°58'42" N, 155°15'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MANOWAIOPAE HWT RD over KILAU STRM |
Structure number: | 001360001100002 |
Location: | TMK 3-6-03:12 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 16.1 ft. [4.9 m] |
Total length: | 65.0 ft. [19.8 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
Year reconstructed: | 1981 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 4 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: September 2013
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 200 [as of 1986] |
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 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 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 30.4 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $329,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2013 | Fair | Good | Satisfactory | Good | 200 | 30.4 |
November 2011 | Fair | Good | Satisfactory | Good | 200 | 30.4 |
November 2009 | Fair | Good | Satisfactory | Good | 200 | 30.4 |
December 2007 | Fair | Good | Satisfactory | Good | 200 | 30.4 |
February 1999 | Poor | Poor | Satisfactory | Good | - | 34.9 |
February 1997 | Poor | Poor | Satisfactory | Good | - | 38.9 |
February 1995 | Poor | Poor | Satisfactory | Good | - | 40.1 |
February 1993 | Poor | Poor | Satisfactory | Good | - | 40.1 |
February 1991 | Fair | Satisfactory | Good | Good | - | 43.1 |