SECOND STREEET over TRANSIT CENTER
Map
Coordinates:
+39.09715, -84.5168139°05'50" N, 84°31'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SECOND STREEET over TRANSIT CENTER |
Structure number: | 3160688 |
Location: | WEST OF INT 2ND & ELM |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 157.2 ft. [47.9 m] |
Total length: | 316.0 ft. [96.3 m] |
Roadway width between curbs: | 77.1 ft. [23.5 m] |
Deck width edge-to-edge: | 91.9 ft. [28.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 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: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Girder and floorbeam system [03] |
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: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 91.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Very Good | Very Good | 40364 | 91.0 |
August 2017 | Good | Good | Very Good | Very Good | 40364 | 95.2 |
July 2016 | Good | Good | Excellent | Very Good | 40364 | 95.2 |
September 2015 | Good | Good | Excellent | Very Good | 11928 | 97.9 |
September 2014 | Good | Good | Excellent | Very Good | 11928 | 97.9 |
October 2013 | Good | Very Good | Excellent | Very Good | 11928 | 79.6 |
August 2012 | Good | Very Good | Excellent | Very Good | 11928 | 79.6 |
October 2011 | Good | Very Good | Excellent | Very Good | 11928 | 79.6 |
July 2010 | Good | Very Good | Excellent | Excellent | 11928 | 79.6 |
June 2009 | Good | Very Good | Excellent | Excellent | 11928 | 79.6 |
June 2008 | Good | Very Good | Excellent | Excellent | 11928 | 79.6 |
August 2007 | Good | Very Good | Excellent | Excellent | 11928 | 79.6 |
September 2006 | Good | Very Good | Excellent | Excellent | 11928 | 79.6 |
November 2005 | Good | Excellent | Excellent | Excellent | 11928 | 79.6 |
March 2003 | Good | Excellent | Excellent | Excellent | 11928 | 79.6 |
2000 | - | - | - | - | 11928 | 79.6 |