US401 over FISHING CREEK
Map
Coordinates:
+36.37603, -78.1675436°22'34" N, 78°10'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US401 over FISHING CREEK |
Structure number: | 000000001850032 |
Old structure number: | 000000000185032 (from 1992 edition) |
Location: | 1.7 MI S. OF JCT SR1001 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 46.9 ft. [14.3 m] |
Total length: | 188.0 ft. [57.3 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
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: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,800 [as of 2013] |
Truck traffic: | 7% 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
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: | 94.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 1800 | 94.7 |
October 2015 | Fair | Good | Good | Satisfactory | 1800 | 94.0 |
October 2013 | Fair | Good | Good | Satisfactory | 1800 | 94.0 |
November 2011 | Good | Good | Good | Good | 2300 | 92.6 |
November 2009 | Good | Good | Good | Very Good | 1800 | 94.0 |
February 2008 | Good | Good | Good | Very Good | 2500 | 92.5 |
November 2005 | Good | Good | Good | Very Good | 2500 | 92.5 |
September 2003 | Good | Good | Good | Very Good | 1400 | 90.1 |
December 2001 | Good | Good | Good | Very Good | 1600 | 90.0 |
February 2000 | Good | Good | Good | Very Good | 1400 | 94.3 |
November 1997 | Good | Good | Good | Very Good | 1400 | 94.3 |
October 1995 | Good | Very Good | Very Good | Very Good | 1200 | 94.4 |
September 1993 | Good | Very Good | Very Good | Very Good | 1500 | 94.2 |
October 1991 | Good | Very Good | Very Good | Very Good | 1400 | 94.2 |