INDIAN STREET over WILLOUGHBY CREEK
Map
Coordinates:
+27.17253, -80.2100327°10'21" N, 80°12'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INDIAN STREET over WILLOUGHBY CREEK |
Structure number: | 894040 |
Location: | 0.7MI E of DIXIE HWY A1A |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 96.1 ft. [29.3 m] |
Roadway width between curbs: | 44.3 ft. [13.5 m] |
Deck width edge-to-edge: | 53.8 ft. [16.4 m] |
Skew angle: | 34° |
Owner: | County Highway Agency [02] |
Year built: | 1992 |
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: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,761 [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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 96.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 6761 | 96.5 |
November 2015 | Good | Good | Good | Good | 6761 | 96.5 |
November 2013 | Good | Good | Good | Good | 6761 | 96.5 |
November 2011 | Good | Good | Good | Good | 6761 | 95.8 |
November 2009 | Good | Good | Good | Good | 6761 | 96.5 |
November 2007 | Good | Good | Good | Good | 6761 | 96.5 |
November 2005 | Good | Good | Good | Good | 6761 | 96.5 |
December 2003 | Good | Good | Good | Good | 6761 | 96.5 |
December 2001 | Good | Good | Good | Good | 6761 | 96.4 |
December 1999 | Good | Good | Good | Good | 10050 | 95.2 |
December 1997 | Good | Very Good | Very Good | Good | 10050 | 95.2 |
December 1995 | Good | Very Good | Very Good | Good | 10050 | 89.9 |
May 1994 | Good | Good | Very Good | Good | 10050 | 96.2 |
May 1992 | Good | Excellent | Very Good | Excellent | - | 0.0 |