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SR2019 over BIG RUN
Map
Coordinates:
+41.01225, -78.89864
41°00'44" N, 78°53'55" W
+41.01225, -78.89864
41°00'44" N, 78°53'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR2019 over BIG RUN |
| Structure number: | 000000000042577 |
| Old structure number: | 332019005007970 (from 1992 edition) |
| Location: | SOUTH OF DESIRE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 26.9 ft. [8.2 m] |
| Total length: | 28.9 ft. [8.8 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
| Skew angle: | 15° |
| Owner: | State Highway Agency [01] |
| Year built: | 2004 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 163 [as of 2018] |
| Truck traffic: | 11% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| 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: | 99.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| December 2018 | Good | 7 out of 10 | 163 | 99.9 |
| March 2017 | Good | 7 out of 10 | 129 | 100.0 |
| November 2015 | Good | 7 out of 10 | 134 | 100.0 |
| January 2014 | Good | 7 out of 10 | 136 | 100.0 |
| February 2012 | Good | 7 out of 10 | 118 | 100.0 |
| February 2010 | Good | 7 out of 10 | 119 | 100.0 |
| March 2008 | Good | 7 out of 10 | 119 | 100.0 |
| April 2006 | Good | 8 out of 10 | 129 | 100.0 |
| November 2004 | Good | 8 out of 10 | 125 | 100.0 |
| May 2002 | Poor | 4 out of 10 | 121 | 49.9 |
| June 2000 | Poor | 4 out of 10 | 119 | 49.9 |
| December 1998 | Poor | 4 out of 10 | 117 | 48.9 |
| February 1997 | Poor | 4 out of 10 | 118 | 48.9 |
| March 1995 | Fair | 5 out of 10 | 116 | 62.9 |
| May 1993 | Fair | 5 out of 10 | 114 | 62.9 |
| October 1991 | Fair | 5 out of 10 | 206 | 62.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 1,077 | 1,066 | 11 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 781 | 781 | 0 | 0 | 0 |
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 40 | 40 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 54 | 54 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 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/1466057
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1466057