MINER RD. over E-4 CANAL
Map
Coordinates:
+26.55723, -80.0850526°33'26" N, 80°05'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MINER RD. over E-4 CANAL |
Structure number: | 934942 |
Location: | 0.3MI E of CONGRESS AVE. |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 36.4 ft. [11.1 m] |
Total length: | 108.3 ft. [33.0 m] |
Roadway width between curbs: | 41.0 ft. [12.5 m] |
Deck width edge-to-edge: | 52.5 ft. [16.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,000 [as of 2018] |
Truck traffic: | 7% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 91.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 6000 | 91.1 |
August 2016 | Good | Good | Good | Good | 6000 | 91.1 |
August 2014 | Good | Good | Good | Good | 1125 | 92.8 |
August 2012 | Good | Good | Good | Good | 1125 | 91.8 |
August 2010 | Good | Good | Good | Good | 1125 | 91.8 |
August 2008 | Good | Good | Good | Good | 1125 | 91.8 |
August 2006 | Good | Good | Good | Good | 1125 | 91.8 |
September 2004 | Good | Good | Good | Good | 1125 | 90.8 |
September 2002 | Good | Good | Good | Good | 1125 | 90.8 |
September 2000 | Good | Good | Good | Good | 1125 | 93.8 |
September 1998 | Good | Good | Good | Good | 1125 | 93.8 |
October 1996 | Good | Good | Good | Good | 1125 | 93.5 |
September 1994 | Good | Good | Good | Good | 1125 | 93.5 |
November 1992 | Good | Good | Good | Good | 1000 | 93.6 |
November 1990 | Good | Excellent | Excellent | Excellent | 1000 | 93.6 |