SR-200 EB over SCL RR
Map
Coordinates:
+29.17896, -82.1447029°10'44" N, 82°08'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-200 EB over SCL RR |
Structure number: | 360044 |
Location: | SR-200 EB over SCL RR |
Purpose: | Carries highway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 140.1 ft. [42.7 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 14° |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
Year reconstructed: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,750 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 78.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Good | Satisfactory | 13750 | 78.3 |
July 2015 | Fair | Satisfactory | Good | Satisfactory | 13500 | 78.3 |
July 2013 | Fair | Satisfactory | Good | Good | 13250 | 78.4 |
July 2011 | Fair | Satisfactory | Good | Good | 15000 | 76.2 |
July 2009 | Fair | Satisfactory | Good | Satisfactory | 16000 | 76.0 |
August 2007 | Fair | Satisfactory | Good | Satisfactory | 16500 | 76.0 |
September 2005 | Fair | Satisfactory | Good | Satisfactory | 16250 | 75.0 |
September 2003 | Fair | Satisfactory | Good | Satisfactory | 12000 | 75.5 |
October 2001 | Fair | Satisfactory | Good | Satisfactory | 12750 | 76.2 |
November 1999 | Fair | Satisfactory | Good | Satisfactory | 14250 | 77.1 |
December 1997 | Fair | Satisfactory | Very Good | Satisfactory | 13500 | 78.4 |
February 1996 | Good | Good | Very Good | Good | 27000 | 75.4 |
February 1994 | Good | Good | Very Good | Very Good | 22276 | 78.7 |
March 1992 | Good | Good | Very Good | Very Good | 22276 | 77.9 |
July 1990 | Good | Good | Very Good | Very Good | 22276 | 77.9 |