SR1321 over MUDDY CREEK
Map
Coordinates:
+36.11791, -76.2844236°07'04" N, 76°17'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1321 over MUDDY CREEK |
Structure number: | 000000001430002 |
Old structure number: | 000000000143002 (from 1992 edition) |
Location: | 0.4 MI. W. JCT. SR1359 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 27.2 ft. [8.3 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2014 |
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: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 [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: | Very Good [8 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 |
---|
November 2017 | Good | Good | Good | Very Good | 50 | 100.0 |
November 2015 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
November 2013 | Fair | Fair | Fair | Fair | 70 | 75.1 |
November 2011 | Fair | Fair | Fair | Fair | 30 | 75.2 |
November 2009 | Fair | Fair | Fair | Fair | 70 | 74.8 |
December 2007 | Fair | Satisfactory | Satisfactory | Fair | 70 | 69.8 |
November 2005 | Fair | Satisfactory | Satisfactory | Fair | 70 | 69.8 |
October 2003 | Fair | Satisfactory | Satisfactory | Fair | 110 | 72.9 |
February 2002 | Fair | Satisfactory | Satisfactory | Fair | 150 | 69.8 |
January 2000 | Fair | Satisfactory | Satisfactory | Fair | 150 | 69.8 |
January 1998 | Fair | Satisfactory | Satisfactory | Fair | 90 | 69.8 |
January 1996 | Fair | Satisfactory | Satisfactory | Fair | 120 | 75.8 |
February 1994 | Fair | Satisfactory | Satisfactory | Fair | 120 | 75.8 |
January 1992 | Fair | Satisfactory | Satisfactory | Fair | 120 | 75.8 |