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MT. CLINTON PIKE over TRIB. BLACKS RUN
Map
Coordinates:
+38.46866, -78.86838
38°28'07" N, 78°52'06" W
+38.46866, -78.86838
38°28'07" N, 78°52'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MT. CLINTON PIKE over TRIB. BLACKS RUN |
| Structure number: | 000000000024631 |
| Location: | 0.1 MI RTE 42 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 34.8 ft. [10.6 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 129.9 ft. [39.6 m] |
| Skew angle: | 45° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1992 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,577 [as of 2014] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 76.3 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2017 | Good | 7 out of 10 | 7577 | 76.3 |
| November 2015 | Good | 7 out of 10 | 7577 | 80.6 |
| November 2013 | Good | 7 out of 10 | 7100 | 80.8 |
| November 2011 | Good | 7 out of 10 | 8241 | 95.9 |
| November 2009 | Good | 7 out of 10 | 8241 | 95.9 |
| November 2007 | Good | 7 out of 10 | 7800 | 97.1 |
| December 2005 | Good | 7 out of 10 | 7304 | 97.3 |
| November 2003 | Good | 7 out of 10 | 5518 | 97.9 |
| October 2001 | Good | 7 out of 10 | 5518 | 97.9 |
| October 1999 | Good | 7 out of 10 | 7051 | 94.4 |
| November 1997 | Good | 7 out of 10 | 7051 | 94.4 |
| May 1996 | Good | 7 out of 10 | 2500 | 96.1 |
© 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/1583570
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1583570