Share: 
KINOOLE ST over ALENAIO STRM
Map
Coordinates:
+19.72012, -155.08584
19°43'12" N, 155°05'09" W
+19.72012, -155.08584
19°43'12" N, 155°05'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KINOOLE ST over ALENAIO STRM |
| Structure number: | 001019301400040 |
| Location: | TMK: 2-2-08:28 |
| Purpose: | Carries highway and pedestrian walkway over relief for waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 29.9 ft. [9.1 m] |
| Total length: | 34.1 ft. [10.4 m] |
| Roadway width between curbs: | 49.9 ft. [15.2 m] |
| Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
| Vertical clearance below bridge: | 9.8 ft. [3.0 m] |
| Skew angle: | 5° |
| Owner: | County Highway Agency [02] |
| Year built: | 1997 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,150 [as of 1986] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 77.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $355,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| May 2018 | Fair | 6 out of 10 | 9150 | 77.9 |
| May 2016 | Good | 7 out of 10 | 9150 | 62.1 |
| June 2014 | Good | 8 out of 10 | 9150 | 62.1 |
| June 2012 | Good | 8 out of 10 | 9150 | 62.1 |
| June 2010 | Good | 8 out of 10 | 9150 | 62.1 |
| June 2008 | Good | 8 out of 10 | 9150 | 62.1 |
| June 2006 | Good | 8 out of 10 | 9150 | 62.1 |
| September 1998 | Good | 8 out of 10 | 9150 | 62.1 |
| June 1994 | Good | 7 out of 10 | 9150 | 87.1 |
| June 1992 | Good | 7 out of 10 | 9150 | 87.1 |
| June 1990 | Good | 7 out of 10 | 9150 | 87.1 |
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. | 61 | 4 | 57 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 1,556 | 1,136 | 265 | 155 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 68 | 55 | 13 | 0 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 68 | 64 | 4 | 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/1105053
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1105053