PAAUILO MAUKA RD over WAIKAALUKU-KAAPAHU GLH
Map
Coordinates:
+20.03094, -155.4232820°01'51" N, 155°25'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PAAUILO MAUKA RD over WAIKAALUKU-KAAPAHU GLH |
Structure number: | 001440001100004 |
Location: | TMK 4-4-11:12 |
Purpose: | Carries highway over relief for waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 20.3 ft. [6.2 m] |
Total length: | 22.0 ft. [6.7 m] |
Roadway width between curbs: | 13.8 ft. [4.2 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Vertical clearance below bridge: | 9.8 ft. [3.0 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] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 11 [as of 1980] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 44.6 |
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 |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 11 | 44.6 |
June 2016 | Fair | Good | Good | Satisfactory | 11 | 41.6 |
July 2014 | Fair | Excellent | Excellent | Satisfactory | 11 | 41.6 |
July 2012 | Good | Excellent | Excellent | Excellent | 200 | 41.5 |
August 2010 | Fair | Excellent | Excellent | Satisfactory | 200 | 41.5 |
August 2008 | Poor | Serious | Satisfactory | Satisfactory | 200 | 38.5 |
August 2006 | Poor | Poor | Satisfactory | Satisfactory | 11 | 27.1 |
July 2001 | Good | Good | Good | Good | 11 | 30.1 |
July 2000 | Good | Good | Good | Good | 11 | 30.1 |
July 1999 | Fair | Satisfactory | Good | Good | 11 | 30.1 |
July 1997 | Fair | Satisfactory | Good | Good | 11 | 28.1 |
July 1995 | Fair | Satisfactory | Good | Good | 11 | 31.4 |
July 1993 | Fair | Satisfactory | Good | Good | 11 | 31.4 |
July 1991 | Fair | Satisfactory | Good | Good | 11 | 31.4 |
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 |
Timber Girder/Beam | linear ft. | 194 | 190 | 4 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 26 | 20 | 5 | 1 | 0 |
Masonry Abutment | linear ft. | 20 | 20 | 0 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 288 | 148 | 140 | 0 | 0 |
Bearings |
Other Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 44 | 27 | 11 | 4 | 2 |