U.S.-1 (SR-5) over SR-710
Map
Coordinates:
+26.76709, -80.0554226°46'02" N, 80°03'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | U.S.-1 (SR-5) over SR-710 |
Structure number: | 930470 |
Location: | Port of Palm Beach |
Purpose: | Carries highway and pedestrian walkway over highway and railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 149.9 ft. [45.7 m] |
Total length: | 1900.0 ft. [579.1 m] |
Roadway width between curbs: | 83.7 ft. [25.5 m] |
Deck width edge-to-edge: | 102.0 ft. [31.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 5° |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
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: | 13 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 23,500 [as of 2017] |
Truck traffic: | 3% 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Good | Good | 23500 | 96.7 |
January 2016 | Good | Good | Good | Good | 19500 | 97.3 |
January 2014 | Good | Good | Very Good | Very Good | 22500 | 97.9 |
January 2012 | Good | Very Good | Very Good | Very Good | 21000 | 98.0 |
January 2010 | Good | Very Good | Very Good | Very Good | 26500 | 93.8 |
January 2008 | Good | Very Good | Very Good | Very Good | 26500 | 93.8 |
January 2006 | Good | Very Good | Very Good | Very Good | 27500 | 94.8 |
January 2004 | Good | Very Good | Very Good | Very Good | 27000 | 94.9 |
January 2002 | Good | Good | Very Good | Good | 28000 | 94.8 |
February 2000 | Good | Very Good | Very Good | Very Good | 31000 | 89.9 |
January 2000 | Good | Very Good | Very Good | Very Good | 31000 | 89.9 |