SR-207 over ORANGE MILLS CANAL
Map
Coordinates:
+29.70750, -81.5358329°42'27" N, 81°32'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-207 over ORANGE MILLS CANAL |
Structure number: | 760059 |
Location: | 6 MI. N.E. OF US-17 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 17.1 ft. [5.2 m] |
Total length: | 78.1 ft. [23.8 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,900 [as of 2016] |
Truck traffic: | 6% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 69.8 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
January 2018 | Good | 7 out of 10 | 15900 | 69.8 |
January 2016 | Good | 7 out of 10 | 14200 | 69.8 |
January 2014 | Good | 7 out of 10 | 13400 | 69.8 |
January 2012 | Good | 7 out of 10 | 13500 | 69.8 |
January 2010 | Good | 7 out of 10 | 12600 | 69.8 |
January 2008 | Good | 7 out of 10 | 12500 | 69.8 |
January 2006 | Good | 7 out of 10 | 14400 | 69.8 |
January 2004 | Good | 7 out of 10 | 11500 | 69.8 |
February 2002 | Good | 8 out of 10 | 9700 | 69.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 916 | 859 | 31 | 26 | 0 |