SR1640 over FISHING CREEK
Map
Coordinates:
+36.24000, -78.0266436°14'24" N, 78°01'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1640 over FISHING CREEK |
Structure number: | 000000001850077 |
Location: | 1.7 MI.W. OF SR1637 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 17.1 ft. [5.2 m] |
Total length: | 138.1 ft. [42.1 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1952 |
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: | 8 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 920 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 10.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Poor | Good | Good | Serious | 920 | 10.0 |
September 2015 | Poor | Good | Good | Serious | 920 | 10.0 |
September 2013 | Poor | Good | Good | Serious | 920 | 10.0 |
September 2011 | Fair | Good | Good | Fair | 1100 | 58.9 |
September 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 68.9 |
February 2008 | Fair | Good | Good | Satisfactory | 1300 | 68.5 |
October 2005 | Fair | Good | Good | Satisfactory | 1200 | 68.6 |
September 2003 | Fair | Good | Good | Satisfactory | 1000 | 66.2 |
December 2001 | Fair | Good | Good | Satisfactory | 1000 | 66.2 |
February 2000 | Fair | Good | Good | Satisfactory | 850 | 66.5 |
October 1991 | Fair | Good | Good | Fair | 500 | 59.8 |