SR1681 over LITTLE BEAVER ISLAND CRK
Map
Coordinates:
+36.43012, -80.0467436°25'48" N, 80°02'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1681 over LITTLE BEAVER ISLAND CRK |
Structure number: | 000000001690288 |
Location: | 0.6 MI. E. JCT. SR1693 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 107.0 ft. [32.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1994 |
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: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 270 [as of 2005] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 89.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Very Good | Very Good | 270 | 89.9 |
January 2015 | Good | Good | Very Good | Very Good | 270 | 89.9 |
January 2013 | Good | Good | Very Good | Very Good | 270 | 89.9 |
January 2011 | Good | Very Good | Very Good | Very Good | 270 | 89.9 |
January 2009 | Good | Very Good | Very Good | Very Good | 270 | 89.9 |
February 2007 | Good | Very Good | Very Good | Very Good | 240 | 94.4 |
January 2005 | Good | Very Good | Very Good | Very Good | 240 | 94.4 |
January 2003 | Good | Very Good | Very Good | Very Good | 240 | 94.4 |
February 2001 | Good | Very Good | Very Good | Very Good | 160 | 94.5 |
February 1999 | Good | Very Good | Very Good | Very Good | 160 | 94.5 |
November 1990 | Good | Very Good | Very Good | Very Good | 80 | 73.9 |