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Rte 210 Connector over Williams Run
Map
Coordinates:
+37.41624, -79.11194
37°24'58" N, 79°06'43" W
+37.41624, -79.11194
37°24'58" N, 79°06'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Rte 210 Connector over Williams Run |
| Structure number: | 000000000026961 |
| Location: | 0.50-Rt.622/1.70-Rt.29BYP |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 17.1 ft. [5.2 m] |
| Total length: | 70.9 ft. [21.6 m] |
| Skew angle: | 45° |
| 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 18 / HS 20 [5] |
| Number of main spans: | 4 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,132 [as of 2014] |
| Truck traffic: | 2% of total traffic |
| Structural 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: | 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 assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 81.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $3,624,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2018 | Fair | 6 out of 10 | 6132 | 81.9 |
| June 2016 | Fair | 6 out of 10 | 6132 | 81.9 |
| June 2014 | Fair | 6 out of 10 | 11000 | 80.2 |
| June 2012 | Fair | 6 out of 10 | 13000 | 79.6 |
| June 2010 | Fair | 6 out of 10 | 13000 | 79.6 |
| June 2008 | Fair | 6 out of 10 | 3706 | 81.6 |
| July 2006 | Fair | 6 out of 10 | 3706 | 81.6 |
| June 2004 | Good | 9 out of 10 | - | 99.0 |
© 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/1584682
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1584682