SR1563 over CR. OFF ROANOKE RIVER
Map
Coordinates:
+35.82568, -76.8368935°49'32" N, 76°50'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1563 over CR. OFF ROANOKE RIVER |
Structure number: | 000000001170021 |
Location: | 0.7 MI.S.JCT.SR1557 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 86.9 ft. [26.5 m] |
Roadway width between curbs: | 27.2 ft. [8.3 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2016 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 270 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Very Good | Very Good | Very Good | 270 | 97.4 |
February 2017 | Good | Very Good | Very Good | Very Good | 270 | 97.4 |
May 2016 | Poor | Fair | Fair | Serious | 320 | 29.3 |
May 2014 | Poor | Fair | Fair | Serious | 320 | 29.3 |
May 2012 | Poor | Fair | Fair | Serious | 310 | 29.3 |
June 2010 | Fair | Fair | Fair | Fair | 290 | 58.7 |
June 2008 | Fair | Satisfactory | Fair | Fair | 230 | 64.2 |
April 2006 | Fair | Fair | Fair | Fair | 230 | 59.9 |
February 2004 | Fair | Fair | Fair | Fair | 140 | 59.9 |
June 2002 | Fair | Fair | Fair | Fair | 140 | 59.9 |
April 2000 | Fair | Fair | Fair | Fair | 150 | 59.9 |
June 1998 | Poor | Fair | Fair | Poor | 150 | 46.9 |
December 1989 | Fair | Good | Satisfactory | Fair | 300 | 43.2 |