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KOMOHANA ST over ALENAIO STREAM
Map
Coordinates:
+19.71074, -155.09618
19°42'39" N, 155°05'46" W
+19.71074, -155.09618
19°42'39" N, 155°05'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KOMOHANA ST over ALENAIO STREAM |
| Structure number: | 001019401400050 |
| Location: | TMK:2-3-48:17 |
| Purpose: | Carries highway and pedestrian walkway over relief for waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 32.2 ft. [9.8 m] |
| Total length: | 37.1 ft. [11.3 m] |
| Roadway width between curbs: | 60.4 ft. [18.4 m] |
| Deck width edge-to-edge: | 80.1 ft. [24.4 m] |
| Skew angle: | 19° |
| Owner: | County Highway Agency [02] |
| Year built: | 2001 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,241 [as of 1988] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 98.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $243,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| December 2017 | Good | 7 out of 10 | 13241 | 98.1 |
| December 2015 | Good | 8 out of 10 | 13241 | 98.1 |
| January 2014 | Good | 9 out of 10 | 13241 | 98.1 |
| January 2012 | Good | 8 out of 10 | 13241 | 98.1 |
| January 2010 | Good | 8 out of 10 | 13241 | 98.1 |
| January 2008 | Good | 8 out of 10 | 13241 | 98.1 |
| September 2000 | Good | 8 out of 10 | 13241 | 95.1 |
| May 1998 | Poor | 4 out of 10 | 2000 | 68.6 |
| May 1996 | Poor | 4 out of 10 | 2000 | 66.6 |
| May 1994 | Poor | 4 out of 10 | 2000 | 66.5 |
| May 1992 | Poor | 4 out of 10 | 2000 | 66.5 |
| May 1990 | Poor | 4 out of 10 | 2000 | 66.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 84 | 74 | 10 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1105055
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1105055