SECOND STREET over PARKING LOT
Map
Coordinates:
+39.09613, -84.5209939°05'46" N, 84°31'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SECOND STREET over PARKING LOT |
Structure number: | 3160661 |
Location: | E SIDE CLAY WADE BAILEY |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 90.9 ft. [27.7 m] |
Total length: | 460.0 ft. [140.2 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 48.9 ft. [14.9 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2001 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 40,364 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Very Good | Very Good | Very Good | 40364 | 94.1 |
July 2017 | Good | Very Good | Very Good | Very Good | 40364 | 94.1 |
July 2016 | Good | Very Good | Very Good | Very Good | 40364 | 94.1 |
August 2015 | Good | Very Good | Very Good | Very Good | 1893 | 99.8 |
September 2014 | Good | Very Good | Very Good | Very Good | 1893 | 98.8 |
September 2013 | Good | Very Good | Very Good | Very Good | 1893 | 97.8 |
September 2012 | Good | Very Good | Very Good | Very Good | 1893 | 97.8 |
July 2011 | Good | Very Good | Very Good | Very Good | 1893 | 97.8 |
July 2010 | Good | Very Good | Very Good | Very Good | 1893 | 97.8 |
June 2009 | Good | Very Good | Very Good | Very Good | 1893 | 97.8 |
June 2008 | Good | Very Good | Excellent | Excellent | 1893 | 97.8 |
August 2007 | Good | Very Good | Excellent | Excellent | 1893 | 97.8 |
September 2006 | Good | Very Good | Excellent | Excellent | 1893 | 97.8 |
July 2005 | Good | Very Good | Excellent | Excellent | 1893 | 97.8 |
February 2003 | Good | Excellent | Excellent | Excellent | 1893 | 97.8 |
2000 | - | - | - | - | 1893 | 97.8 |