SR1319 over BUCKHORN CREEK
Map
Coordinates:
+36.53148, -76.9391836°31'53" N, 76°56'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1319 over BUCKHORN CREEK |
Structure number: | 000000000910003 |
Old structure number: | 000000000091003 (from 1992 edition) |
Location: | 3.4 MI E JCT US258 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 105.0 ft. [32.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1993 |
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: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 2013] |
Truck traffic: | 6% 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: | 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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Good | 20 | 100.0 |
September 2015 | Fair | Satisfactory | Satisfactory | Good | 30 | 100.0 |
September 2013 | Fair | Satisfactory | Satisfactory | Good | 30 | 100.0 |
September 2011 | Good | Good | Good | Good | 60 | 100.0 |
September 2009 | Fair | Fair | Fair | Good | 80 | 88.0 |
September 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 100.0 |
July 2005 | Fair | Good | Good | Satisfactory | 60 | 100.0 |
July 2003 | Fair | Good | Good | Satisfactory | 20 | 100.0 |
August 2001 | Fair | Good | Good | Satisfactory | 20 | 100.0 |
October 1999 | Fair | Good | Good | Satisfactory | 30 | 100.0 |
October 1997 | Fair | Good | Good | Satisfactory | 50 | 100.0 |
September 1995 | Fair | Good | Good | Satisfactory | 50 | 100.0 |
January 1994 | Good | Good | Good | Good | 30 | 98.0 |
October 1991 | Fair | Fair | Fair | Fair | 30 | 49.3 |