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CORBIN DRIVE OVPS over M.CORBIN DRIVE
Map
Coordinates:
+40.86388, -73.93183
40°51'50" N, 73°55'55" W
+40.86388, -73.93183
40°51'50" N, 73°55'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CORBIN DRIVE OVPS over M.CORBIN DRIVE |
| Structure number: | 000000002246510 |
| Location: | AT FORT TRYON PARK |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 65.0 ft. [19.8 m] |
| Roadway width between curbs: | 27.2 ft. [8.3 m] |
| Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
| Vertical clearance below bridge: | 9.8 ft. [3.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Main span material: | Masonry [8] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Truck traffic: | 4% of total traffic |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 73.1 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $4,000,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Good | - | Good | Good | - | 73.1 |
| January 2016 | Fair | - | Satisfactory | Satisfactory | - | 69.5 |
| January 2014 | Fair | - | Satisfactory | Satisfactory | 918 | 59.9 |
| January 2012 | Fair | - | Satisfactory | Satisfactory | 918 | 59.9 |
| January 2010 | Fair | - | Satisfactory | Satisfactory | 918 | 59.9 |
| January 2008 | Fair | - | Satisfactory | Satisfactory | 918 | 59.9 |
| March 2006 | Fair | - | Satisfactory | Satisfactory | 918 | 59.3 |
| February 2004 | Fair | Fair | Satisfactory | Satisfactory | 918 | 58.3 |
| March 2002 | Fair | - | Satisfactory | Satisfactory | 918 | 58.2 |
| March 2000 | Fair | - | Satisfactory | Satisfactory | 918 | 58.1 |
| January 1998 | Fair | - | Fair | Fair | 918 | 48.1 |
| March 1996 | Poor | - | Poor | Poor | 918 | 34.7 |
| April 1994 | Poor | - | Poor | Poor | 750 | 41.1 |
| April 1992 | Poor | - | Poor | Poor | 750 | 42.4 |
| May 1990 | Poor | - | Poor | Poor | 750 | 51.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Masonry Arch | linear ft. | 60 | 0 | 60 | 0 | 0 |
| Substructure | ||||||
| Masonry Abutment | linear ft. | 68 | 62 | 6 | 0 | 0 |
| Bridge Rail | ||||||
| Masonry Bridge Rail | linear ft. | 120 | 120 | 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/1385332
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1385332