AKAKA FALLS RD over PAHEEHEE GLH-AKAKA FALLS
Map
Coordinates:
+19.85084, -155.1479319°51'03" N, 155°08'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | AKAKA FALLS RD over PAHEEHEE GLH-AKAKA FALLS |
Structure number: | 001002200500040 |
Location: | 3.37MI W/MAMALAHOA HWY |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 11.2 ft. [3.4 m] |
Total length: | 26.9 ft. [8.2 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1927 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,820 [as of 2007] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 73.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $399,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Good | 1820 | 73.8 |
April 2015 | Good | Good | Good | Good | 1820 | 73.8 |
March 2013 | Good | Good | Good | Good | 1820 | 73.8 |
January 2011 | Fair | Fair | Good | Good | 1820 | 72.8 |
April 2009 | Fair | Fair | Good | Good | 1820 | 72.8 |
December 2007 | Fair | Fair | Good | Fair | 1622 | 58.8 |
May 2005 | Fair | Fair | Good | Fair | 1622 | 58.8 |
April 2003 | Fair | Fair | Good | Fair | 1622 | 58.8 |
April 2001 | Fair | Fair | Good | Fair | 1622 | 58.8 |
April 1999 | Fair | Fair | Fair | Fair | 1622 | 52.8 |
April 1997 | Fair | Fair | Fair | Fair | 1622 | 52.8 |
April 1995 | Fair | Fair | Fair | Fair | 1783 | 55.5 |
August 1993 | Fair | Fair | Fair | Satisfactory | 1678 | 55.5 |
September 1991 | Fair | Fair | Fair | Satisfactory | 1977 | 55.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Deck | sq. ft. | 360 | 360 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 320 | 320 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 0 | 2 | 0 | 0 |
Masonry Abutment | linear ft. | 37 | 37 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 18 | 18 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 50 | 50 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 133 | 133 | 0 | 0 | 0 |