LittleRanchesTrail over Canal C-51
Map
Coordinates:
+26.68076, -80.2302026°40'51" N, 80°13'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LittleRanchesTrail over Canal C-51 |
Structure number: | 935920 |
Location: | South Side of US-98 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 134.8 ft. [41.1 m] |
Roadway width between curbs: | 49.2 ft. [15.0 m] |
Deck width edge-to-edge: | 69.9 ft. [21.3 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 2018] |
Truck traffic: | 1% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | None present but re-evaluation suggested [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 88.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Very Good | Very Good | Good | 200 | 88.7 |
June 2016 | Good | Very Good | Very Good | Good | 200 | 88.7 |
June 2014 | Good | Very Good | Very Good | Good | 200 | 88.7 |
June 2012 | Good | Very Good | Very Good | Good | 200 | 88.7 |
June 2010 | Good | Very Good | Very Good | Good | 200 | 88.7 |
June 2008 | Good | Very Good | Very Good | Good | 200 | 88.7 |
June 2006 | Good | Very Good | Very Good | Good | 200 | 89.7 |
July 2004 | Good | Very Good | Very Good | Very Good | 200 | 96.3 |
February 2003 | Good | Very Good | Very Good | Very Good | 200 | 97.3 |