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HI BLT RD PALANI R over TPL MTL PL CULVT
Map
Coordinates:
+19.61694, -155.96893
19°37'01" N, 155°58'08" W
+19.61694, -155.96893
19°37'01" N, 155°58'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HI BLT RD PALANI R over TPL MTL PL CULVT |
| Structure number: | 001000110300242 |
| Location: | 2.38MI S/PALANI RD JUNCT |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 6.9 ft. [2.1 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 107.3 ft. [32.7 m] |
| Deck width edge-to-edge: | 110.2 ft. [33.6 m] |
| Skew angle: | 14° |
| Owner: | State Highway Agency [01] |
| Year built: | 1984 |
| 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: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,210 [as of 2007] |
| Truck traffic: | 2% of total traffic |
| 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: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| 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: | 98.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $625,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2017 | Good | 7 out of 10 | 21210 | 98.0 |
| August 2015 | Good | 8 out of 10 | 21210 | 98.0 |
| October 2014 | Good | 8 out of 10 | 21210 | 98.0 |
| August 2013 | Good | 8 out of 10 | 21836 | 98.0 |
| August 2011 | Good | 8 out of 10 | 21210 | 98.0 |
| September 2009 | Good | 8 out of 10 | 21210 | 98.0 |
| December 2007 | Good | 8 out of 10 | 21836 | 98.0 |
| May 2004 | Good | 8 out of 10 | 21836 | 98.0 |
| April 2002 | Good | 8 out of 10 | 21836 | 98.0 |
| April 2000 | Good | 8 out of 10 | 21836 | 76.4 |
| April 1998 | Good | 8 out of 10 | 21836 | 76.4 |
| April 1996 | Good | 8 out of 10 | 17983 | 76.8 |
| July 1994 | Good | 8 out of 10 | 16445 | 77.4 |
| September 1992 | Good | 8 out of 10 | 16790 | 77.4 |
| September 1990 | Good | 8 out of 10 | 16790 | 77.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Steel Culvert | linear ft. | 333 | 333 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 2,331 | 2,331 | 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/1104909
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1104909