US 27,27D,52 over BROADWAY ST
Map
Coordinates:
+39.09667, -84.5050039°05'48" N, 84°30'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | US 27,27D,52 over BROADWAY ST |
Structure number: | 3105652 |
Location: | .4 MI E OF IR 471 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 43.0 ft. [13.1 m] |
Roadway width between curbs: | 55.1 ft. [16.8 m] |
Deck width edge-to-edge: | 76.4 ft. [23.3 m] |
Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
Skew angle: | 28° |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,939 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 41.7 tons [37.9 metric tons] |
Inventory rating: | 24.6 tons [22.4 metric tons] |
Sufficiency rating: | 69.7 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2016 | 69.7 | Good | Good | Very Good | Good | FO | 9939 |
July 2015 | 69.7 | Good | Good | Very Good | Good | FO | 5040 |
September 2014 | 69.7 | Good | Good | Very Good | Good | FO | 5040 |
October 2013 | 69.7 | Good | Good | Very Good | Good | FO | 5040 |
October 2012 | 67.7 | Good | Good | Very Good | Good | FO | 5040 |
July 2011 | 67.7 | Fair | Satisfactory | Very Good | Good | FO | 5040 |
August 2010 | 67.7 | Fair | Satisfactory | Very Good | Good | FO | 4630 |
September 2009 | 68.9 | Fair | Satisfactory | Very Good | Good | FO | 4630 |
October 2008 | 68.9 | Fair | Satisfactory | Very Good | Good | FO | 4630 |
August 2007 | 68.9 | Fair | Satisfactory | Very Good | Good | FO | 4630 |
October 2006 | 68.9 | Good | Good | Very Good | Good | FO | 4630 |
July 2005 | 67.9 | Good | Good | Very Good | Good | FO | 6900 |
February 2005 | 79.0 | Good | Good | Good | Good | FO | 7730 |
December 2003 | 79.0 | Good | Good | Good | Good | FO | 7730 |
December 2002 | 79.0 | Good | Good | Good | Good | FO | 7730 |
November 2001 | 79.0 | Fair | Satisfactory | Good | Good | FO | 7730 |
October 2000 | 81.0 | Fair | Satisfactory | Good | Good | FO | 7730 |
October 1999 | 81.0 | Fair | Satisfactory | Good | Good | FO | 7730 |
November 1998 | 81.0 | Fair | Satisfactory | Good | Good | FO | 7730 |
January 1997 | 81.0 | Fair | Satisfactory | Good | Good | FO | 7730 |
May 1996 | 81.0 | Fair | Satisfactory | Good | Good | FO | 7730 |
December 1994 | 81.0 | Good | Good | Good | Good | FO | 5560 |
December 1992 | 81.0 | Fair | Good | Satisfactory | Good | FO | 5560 |
October 1991 | 81.0 | Fair | Good | Good | Satisfactory | FO | 5560 |
February 1991 | 81.0 | Good | Good | Good | Good | FO | 5560 |