SIMARA STREET over BARBARA BASIN
Map
Coordinates:
+27.18733, -80.1881427°11'14" N, 80°11'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SIMARA STREET over BARBARA BASIN |
Structure number: | 895505 |
Location: | 0.25MI E OF SEWALLS PT RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 26.2 ft. [8.0 m] |
Total length: | 26.2 ft. [8.0 m] |
Roadway width between curbs: | 21.0 ft. [6.4 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
Skew angle: | 19° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1994 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 120 [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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 120 | 85.0 |
October 2015 | Good | Good | Good | Good | 120 | 78.9 |
October 2013 | Good | Good | Good | Good | 120 | 78.9 |
October 2011 | Good | Good | Good | Good | 120 | 78.9 |
October 2009 | Good | Good | Good | Good | 120 | 78.9 |
October 2007 | Good | Good | Good | Good | 120 | 78.9 |
October 2005 | Good | Very Good | Very Good | Very Good | 120 | 81.2 |
October 2003 | Good | Very Good | Very Good | Very Good | 120 | 70.8 |
December 2002 | Good | Very Good | Very Good | Very Good | 120 | 70.8 |
March 2001 | Good | Very Good | Very Good | Very Good | 120 | 70.8 |
March 1999 | Good | Very Good | Very Good | Very Good | 120 | 70.8 |
March 1997 | Good | Very Good | Very Good | Very Good | 120 | 81.2 |
March 1995 | Good | Excellent | Very Good | Very Good | 50 | 93.6 |