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Greenwich Road over Drainage Canal
Map
Coordinates:
+36.84213, -76.16626
36°50'32" N, 76°09'59" W
+36.84213, -76.16626
36°50'32" N, 76°09'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Greenwich Road over Drainage Canal |
| Structure number: | 000000000022196 |
| Location: | 1.00NEWTOWNRD0.60WITCHDUC |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 5.9 ft. [1.8 m] |
| Total length: | 33.1 ft. [10.1 m] |
| Skew angle: | 30° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1932 |
| 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: | 5 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,506 [as of 2014] |
| Truck traffic: | 1% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 85.4 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| December 2017 | Fair | 5 out of 10 | 5506 | 85.4 |
| December 2015 | Fair | 5 out of 10 | 5506 | 85.4 |
| December 2013 | Fair | 5 out of 10 | 8737 | 85.1 |
| December 2011 | Fair | 5 out of 10 | 8737 | 85.1 |
| December 2009 | Fair | 5 out of 10 | 8737 | 85.1 |
| December 2007 | Fair | 5 out of 10 | 8737 | 85.1 |
| December 2005 | Fair | 5 out of 10 | 8737 | 88.1 |
| December 2003 | Fair | 6 out of 10 | 8737 | 99.2 |
| December 2001 | Fair | 5 out of 10 | 8737 | 88.1 |
| December 1999 | Fair | 6 out of 10 | 8737 | 99.2 |
| December 1997 | Fair | 6 out of 10 | 8737 | 99.2 |
| December 1995 | Fair | 6 out of 10 | 8737 | 99.2 |
| December 1993 | Fair | 6 out of 10 | 9392 | 99.3 |
| December 1991 | Fair | 6 out of 10 | 9392 | 99.3 |
© 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/1582507
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1582507