East Hyco Road over Hyco River
Map
Coordinates:
+36.61221, -78.8509736°36'44" N, 78°51'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | East Hyco Road over Hyco River |
Structure number: | 000000000009336 |
Location: | 2.55 to 658-0.28 to 920 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 157.2 ft. [47.9 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 510 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 510 | 96.8 |
February 2015 | Good | Good | Good | Good | 510 | 96.8 |
February 2013 | Good | Good | Good | Good | 551 | 96.7 |
February 2011 | Good | Good | Good | Good | 551 | 96.7 |
February 2009 | Good | Good | Good | Good | 551 | 96.7 |
February 2007 | Good | Good | Good | Good | 520 | 96.8 |
February 2005 | Good | Good | Good | Good | 553 | 98.7 |
February 2003 | Good | Good | Good | Good | 547 | 93.7 |
February 2001 | Good | Good | Good | Good | 741 | 93.6 |
February 1999 | Good | Good | Good | Good | 741 | 93.6 |
February 1997 | Good | Good | Good | Good | 801 | 87.3 |
March 1995 | Good | Good | Good | Good | 801 | 87.0 |
February 1993 | Good | Good | Very Good | Good | 476 | 93.8 |
February 1991 | Good | Very Good | Very Good | Good | 493 | 93.8 |