SE 3RD AVE over NEW RIVER & NEW RVR DR'S
Map
Coordinates:
+26.11708, -80.1402826°07'01" N, 80°08'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SE 3RD AVE over NEW RIVER & NEW RVR DR'S |
Structure number: | 864071 |
Location: | 0.3MI S OF E BROWARD BLV |
Purpose: | Carries highway and pedestrian walkway over highway and waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 92.9 ft. [28.3 m] |
Total length: | 366.2 ft. [111.6 m] |
Roadway width between curbs: | 45.9 ft. [14.0 m] |
Deck width edge-to-edge: | 59.7 ft. [18.2 m] |
Vertical clearance above deck: | 19.0 ft. [5.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Movable - Bascule [16] |
Deck type: | Open Grating [3] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,160 [as of 2017] |
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: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 66.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 20160 | 66.8 |
June 2015 | Good | Good | Good | Good | 20160 | 66.8 |
June 2013 | Good | Good | Good | Good | 20160 | 66.8 |
June 2011 | Good | Good | Good | Good | 20160 | 66.8 |
June 2009 | Good | Good | Good | Good | 20160 | 68.9 |
June 2007 | Good | Good | Good | Good | 20160 | 69.9 |
June 2005 | Good | Good | Good | Good | 20160 | 69.9 |
June 2003 | Good | Good | Good | Good | 20160 | 69.9 |
June 2001 | Good | Good | Good | Good | 20160 | 69.9 |
June 1999 | Good | Good | Good | Good | 18312 | 67.2 |
June 1997 | Good | Good | Good | Good | 18312 | 69.3 |
August 1995 | Good | Good | Good | Good | 18312 | 65.9 |
June 1993 | Fair | Good | Satisfactory | Good | 18312 | 70.6 |
June 1991 | Fair | Good | Satisfactory | Good | 16800 | 71.4 |