SR1510 over LITTLE FISHING CR
Map
Coordinates:
+36.38339, -78.0010836°23'00" N, 78°00'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1510 over LITTLE FISHING CR |
Structure number: | 000000001850089 |
Old structure number: | 000000000185089 (from 1992 edition) |
Location: | 1.0 MI. N. JCT. SR1509 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 71.9 ft. [21.9 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 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] |
Main span material: | Prestressed concrete [5] |
Main span 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: | 310 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Superior to present desirable criteria [9] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Excellent | Excellent | Excellent | 310 | 99.9 |
November 2015 | Poor | Good | Poor | Fair | 330 | 29.7 |
November 2013 | Poor | Good | Poor | Fair | 330 | 29.7 |
December 2011 | Poor | Good | Poor | Fair | 290 | 29.8 |
December 2009 | Fair | Good | Satisfactory | Fair | 370 | 56.0 |
March 2008 | Fair | Good | Satisfactory | Fair | 370 | 56.0 |
December 2005 | Poor | Very Good | Satisfactory | Poor | 240 | 45.8 |
September 2003 | Poor | Poor | Good | Fair | 350 | 56.4 |
January 2002 | Poor | Poor | Good | Fair | 320 | 56.4 |
April 2000 | Poor | Poor | Good | Fair | 320 | 56.4 |
January 1998 | Poor | Poor | Good | Fair | 110 | 61.2 |
December 1995 | Fair | Satisfactory | Good | Fair | 200 | 63.6 |
November 1993 | Fair | Good | Very Good | Fair | 180 | 60.3 |
November 1991 | Fair | Good | Very Good | Fair | 140 | 60.3 |