SR A1A over Boynton Inlet
Map
Coordinates:
+26.54552, -80.0433226°32'44" N, 80°02'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR A1A over Boynton Inlet |
Structure number: | 930061 |
Location: | A1A 2.5km North of SR 804 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 131.9 ft. [40.2 m] |
Total length: | 131.9 ft. [40.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,800 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Fair | Good | Good | 6800 | 74.2 |
April 2015 | Fair | Satisfactory | Fair | Good | 5900 | 64.0 |
April 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 5900 | 76.0 |
April 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 9400 | 79.9 |
April 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 6400 | 79.8 |
April 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 7600 | 76.6 |
April 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 8800 | 76.4 |
April 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 7600 | 76.6 |
April 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 8900 | 76.4 |
April 1999 | Fair | Satisfactory | Satisfactory | Good | 5700 | 77.0 |
May 1997 | Fair | Good | Good | Satisfactory | 6468 | 78.8 |
April 1995 | Good | Good | Good | Good | 6468 | 78.8 |
March 1993 | Good | Very Good | Good | Good | 6232 | 78.8 |
March 1991 | Good | Very Good | Good | Good | 20000 | 76.1 |