LAWRENCE ROAD over BOYNTON CANAL C-16
Map
Coordinates:
+26.53886, -80.1065626°32'20" N, 80°06'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LAWRENCE ROAD over BOYNTON CANAL C-16 |
Structure number: | 934914 |
Location: | 0.8Mi N OF BOYNTON BCH B |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 31.2 ft. [9.5 m] |
Total length: | 31.2 ft. [9.5 m] |
Roadway width between curbs: | 52.8 ft. [16.1 m] |
Deck width edge-to-edge: | 66.9 ft. [20.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1980 |
Year reconstructed: | 2010 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,600 [as of 2018] |
Truck traffic: | 2% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 14600 | 78.4 |
June 2016 | Good | Good | Good | Good | 14600 | 78.4 |
June 2014 | Good | Good | Good | Good | 5000 | 83.9 |
June 2012 | Good | Good | Good | Good | 5000 | 83.9 |
June 2010 | Good | Good | Good | Good | 5000 | 83.9 |
June 2008 | Good | Good | Good | Good | 5000 | 97.5 |
June 2006 | Good | Good | Good | Good | 5000 | 97.5 |
July 2004 | Good | Good | Good | Good | 5000 | 97.5 |
August 2002 | Good | Good | Good | Good | 5000 | 97.5 |
August 2000 | Good | Good | Good | Good | 5000 | 97.5 |
August 1998 | Good | Good | Good | Good | 5000 | 97.5 |
August 1996 | Good | Good | Good | Good | 5000 | 97.5 |
April 1994 | Good | Good | Very Good | Very Good | 5430 | 97.2 |
April 1992 | Good | Very Good | Very Good | Very Good | 5430 | 97.2 |
March 1990 | Good | Good | Good | Good | 5430 | 97.2 |