SR1300 over SUTTON CREEK
Map
Coordinates:
+36.19173, -76.3932336°11'30" N, 76°23'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1300 over SUTTON CREEK |
Structure number: | 000000001430004 |
Location: | 0.6 MI.E. OF JCT. SR1302 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 91.9 ft. [28.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
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: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,200 [as of 2015] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 82.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 1200 | 82.7 |
November 2015 | Good | Very Good | Very Good | Good | 1100 | 80.4 |
November 2013 | Good | Very Good | Very Good | Good | 1100 | 80.4 |
November 2011 | Good | Good | Good | Good | 1200 | 80.3 |
November 2009 | Fair | Satisfactory | Satisfactory | Good | 1200 | 80.3 |
November 2007 | Fair | Satisfactory | Satisfactory | Good | 1200 | 80.3 |
November 2005 | Good | Good | Good | Good | 1000 | 80.4 |
August 2003 | Good | Good | Good | Good | 1000 | 80.4 |
January 2002 | Fair | Fair | Fair | Fair | 120 | 53.5 |
February 2000 | Fair | Fair | Fair | Fair | 940 | 43.9 |
January 1992 | Poor | Poor | Fair | Fair | 900 | 45.9 |