SR 32 over LITTLE MIAMI RIVER
Map
Coordinates:
+39.10992, -84.4022539°06'36" N, 84°24'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 32 over LITTLE MIAMI RIVER |
Structure number: | 3102076 |
Location: | 1.27 MI E OF US 50 JCT |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 117.1 ft. [35.7 m] |
Total length: | 519.1 ft. [158.2 m] |
Roadway width between curbs: | 61.0 ft. [18.6 m] |
Deck width edge-to-edge: | 64.6 ft. [19.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1951 |
Year reconstructed: | 1989 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 5 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 40,307 [as of 2015] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Good | 40307 | 85.0 |
March 2017 | Fair | Satisfactory | Satisfactory | Good | 40307 | 85.0 |
June 2016 | Fair | Satisfactory | Satisfactory | Good | 40307 | 85.0 |
August 2015 | Fair | Satisfactory | Satisfactory | Good | 38260 | 85.0 |
September 2014 | Fair | Satisfactory | Satisfactory | Good | 38260 | 85.0 |
April 2013 | Fair | Satisfactory | Satisfactory | Good | 38260 | 85.0 |
November 2012 | Fair | Satisfactory | Satisfactory | Good | 38260 | 85.0 |
July 2011 | Fair | Satisfactory | Satisfactory | Good | 38260 | 85.0 |
August 2010 | Fair | Satisfactory | Satisfactory | Good | 34620 | 85.0 |
August 2009 | Fair | Satisfactory | Satisfactory | Good | 34620 | 85.0 |
October 2008 | Fair | Satisfactory | Satisfactory | Good | 34620 | 85.0 |
May 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 34620 | 85.0 |
September 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 39750 | 85.0 |
April 2005 | Fair | Satisfactory | Satisfactory | Good | 39750 | 85.0 |
December 2004 | Fair | Good | Satisfactory | Good | 39750 | 85.0 |
October 2003 | Fair | Good | Satisfactory | Good | 39750 | 85.0 |
September 2002 | Fair | Good | Satisfactory | Good | 39750 | 85.0 |
October 2001 | Fair | Good | Satisfactory | Good | 39750 | 85.0 |
December 2000 | Fair | Good | Satisfactory | Good | 39750 | 77.5 |
November 1999 | Fair | Good | Satisfactory | Good | 39750 | 77.5 |
September 1998 | Fair | Good | Satisfactory | Good | 39750 | 77.5 |
May 1997 | Fair | Good | Satisfactory | Good | 39750 | 77.5 |
April 1996 | Fair | Good | Fair | Good | 39750 | 66.5 |
November 1994 | Fair | Good | Satisfactory | Good | 38030 | 77.5 |
February 1994 | Fair | Good | Fair | Good | 38030 | 66.5 |
November 1991 | Fair | Good | Fair | Good | 38030 | 66.5 |
December 1990 | Fair | Very Good | Fair | Good | 38030 | 66.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 2,595 | 0 | 2,540 | 55 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 33,476 | 10,081 | 23,200 | 195 | 0 |
Wearing Surfaces | sq. ft. | 31,659 | 15,778 | 15,875 | 6 | 0 |
Substructure |
Reinforced Concrete Column | each | 16 | 14 | 0 | 2 | 0 |
Reinforced Concrete Abutment | linear ft. | 129 | 116 | 11 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 516 | 516 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 129 | 39 | 83 | 7 | 0 |
Bearings |
Movable Bearing | each | 48 | 22 | 16 | 10 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,038 | 463 | 575 | 0 | 0 |