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HAWAII BELT RD over CANEHAUL RD U'PASS
Map
Coordinates:
+19.62542, -155.03992
19°37'32" N, 155°02'24" W
+19.62542, -155.03992
19°37'32" N, 155°02'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HAWAII BELT RD over CANEHAUL RD U'PASS |
| Structure number: | 001000110311539 |
| Location: | 0.14MI N/KEEAU-PAHOA RD |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 17.1 ft. [5.2 m] |
| Total length: | 18.0 ft. [5.5 m] |
| Roadway width between curbs: | 87.9 ft. [26.8 m] |
| Deck width edge-to-edge: | 91.5 ft. [27.9 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1956 |
| Year reconstructed: | 1987 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete continuous [2] |
| Main span design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 22,600 [as of 2017] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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: | 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 not over waterway. [N] |
| Sufficiency rating: | 90.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| May 2018 | Good | 7 out of 10 | 22600 | 90.2 |
| May 2016 | Good | 7 out of 10 | 25455 | 88.8 |
| October 2014 | Good | 7 out of 10 | 25455 | 88.8 |
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. | 91 | 91 | 0 | 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/1684350
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1684350