US-1 SB (SR-5) over Old Dixie Hwy & FEC R/R
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+27.55778, -80.3686127°33'28" N, 80°22'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-1 SB (SR-5) over Old Dixie Hwy & FEC R/R |
Structure number: | 880001 |
Location: | 2.1 Mile S. of Oslo Rd |
Purpose: | Carries highway over highway and railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 49.5 ft. [15.1 m] |
Total length: | 287.7 ft. [87.7 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
Skew angle: | 43° |
Owner: | State Highway Agency [01] |
Year built: | 1928 |
Year reconstructed: | 1934 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 7 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2013
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 12,500 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 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 replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 72.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2013 | Fair | Good | Satisfactory | Satisfactory | 12500 | 72.5 |
June 2011 | Fair | Good | Satisfactory | Satisfactory | 10500 | 72.6 |
June 2009 | Fair | Good | Satisfactory | Satisfactory | 6450 | 74.6 |
June 2007 | Fair | Good | Satisfactory | Satisfactory | 14250 | 74.1 |
June 2005 | Good | Good | Good | Good | 13500 | 75.1 |
June 2003 | Good | Good | Good | Good | 13250 | 75.2 |
June 2001 | Fair | Good | Good | Satisfactory | 12500 | 75.2 |
June 1999 | Fair | Good | Good | Satisfactory | 12750 | 75.2 |
July 1997 | Fair | Good | Satisfactory | Satisfactory | 12000 | 72.4 |
June 1995 | Fair | Good | Fair | Fair | 16100 | 57.9 |
March 1994 | Fair | Good | Fair | Fair | 16100 | 57.9 |
March 1992 | Fair | Good | Satisfactory | Satisfactory | 11400 | 69.8 |
March 1990 | Fair | Good | Satisfactory | Satisfactory | 10250 | 69.9 |