SR-A1A over Hillsboro Inlet
Map
Coordinates:
+26.26144, -80.0831726°15'41" N, 80°04'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-A1A over Hillsboro Inlet |
Structure number: | 860011 |
Location: | .8mi North of SR 844 |
Purpose: | Carries highway and pedestrian walkway over highway and waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 74.5 ft. [22.7 m] |
Total length: | 351.4 ft. [107.1 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
Vertical clearance below bridge: | 9.8 ft. [3.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Movable - Bascule [16] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,700 [as of 2018] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 76.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Good | Good | 7700 | 76.7 |
August 2016 | Fair | Satisfactory | Good | Good | 9300 | 76.4 |
October 2014 | Fair | Satisfactory | Good | Good | 9900 | 76.3 |
October 2012 | Fair | Satisfactory | Good | Good | 8900 | 76.4 |
November 2010 | Fair | Satisfactory | Good | Good | 10200 | 76.2 |
November 2009 | Fair | Satisfactory | Good | Good | 14200 | 74.8 |
November 2008 | Fair | Satisfactory | Good | Good | 15400 | 74.6 |
November 2006 | Fair | Satisfactory | Good | Good | 13000 | 75.0 |
November 2004 | Fair | Satisfactory | Good | Good | 13500 | 74.9 |
September 2002 | Fair | Satisfactory | Good | Good | 9900 | 70.4 |
August 2001 | Good | Good | Very Good | Very Good | 9000 | 71.6 |
September 2000 | Good | Good | Good | Good | 9300 | 66.1 |
September 1998 | Good | Good | Good | Good | 7600 | 56.6 |
September 1996 | Good | Good | Good | Good | 8900 | 54.9 |
May 1994 | Good | Good | Good | Good | 3100 | 67.9 |
March 1992 | Good | Good | Good | Good | 6927 | 68.5 |
March 1990 | Fair | Good | Satisfactory | Good | 7949 | 67.5 |