KOMOHANA ST over WAIAKEA STRM
Map
Coordinates:
+19.69431, -155.0906119°41'40" N, 155°05'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KOMOHANA ST over WAIAKEA STRM |
Structure number: | 001019401400180 |
Location: | TMK: 2-4-01:010&007 |
Purpose: | Carries highway and pedestrian walkway over relief for waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 92.9 ft. [28.3 m] |
Roadway width between curbs: | 67.9 ft. [20.7 m] |
Deck width edge-to-edge: | 80.1 ft. [24.4 m] |
Skew angle: | 37° |
Owner: | County Highway Agency [02] |
Year built: | 1966 |
Year reconstructed: | 2005 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,390 [as of 1986] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
Sufficiency rating: | 93.5 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $541,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 10390 | 93.5 |
December 2015 | Good | Good | Good | Very Good | 10390 | 93.5 |
January 2014 | Good | Excellent | Excellent | Excellent | 10390 | 93.5 |
January 2012 | Good | Excellent | Excellent | Excellent | 10390 | 93.5 |
January 2010 | Good | Excellent | Excellent | Excellent | 10390 | 93.5 |
January 2008 | Good | Excellent | Excellent | Excellent | 10390 | 93.5 |
August 2000 | Good | Good | Good | Very Good | 10390 | 64.9 |
June 1998 | Good | Good | Good | Very Good | 10390 | 64.9 |
June 1996 | Good | Good | Good | Very Good | 10390 | 64.6 |
June 1994 | Good | Good | Good | Very Good | 10390 | 64.4 |
June 1992 | Good | Good | Good | Very Good | 10390 | 64.4 |
June 1990 | Good | Good | Good | Very Good | 10390 | 64.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 98 | 92 | 6 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 204 | 181 | 23 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 97 | 97 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 6 | 6 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 151 | 151 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 151 | 151 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 6,680 | 6,582 | 98 | 0 | 0 |
Wearing Surfaces | sq. ft. | 6,680 | 6,680 | 0 | 0 | 0 |