US 52 over LITTLE MIAMI RIVER
Map
Coordinates:
+39.08609, -84.4217439°05'10" N, 84°25'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 52 over LITTLE MIAMI RIVER |
Structure number: | 3105768 |
Location: | OVER LITTLE MIAMI RIVER |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 128.0 ft. [39.0 m] |
Total length: | 462.9 ft. [141.1 m] |
Roadway width between curbs: | 62.0 ft. [18.9 m] |
Deck width edge-to-edge: | 70.2 ft. [21.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
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: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,415 [as of 2015] |
Truck traffic: | 5% 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 18415 | 98.0 |
October 2017 | Good | Good | Good | Good | 18415 | 98.0 |
March 2016 | Good | Good | Good | Good | 18415 | 98.0 |
August 2015 | Good | Good | Good | Good | 14000 | 98.0 |
October 2014 | Good | Good | Good | Good | 14000 | 98.0 |
September 2013 | Good | Good | Good | Good | 14000 | 98.0 |
October 2012 | Good | Good | Good | Good | 14000 | 96.0 |
December 2011 | Good | Good | Good | Good | 14000 | 96.0 |
September 2010 | Fair | Satisfactory | Good | Good | 15550 | 96.0 |
August 2009 | Fair | Satisfactory | Good | Good | 15550 | 96.0 |
October 2008 | Fair | Satisfactory | Good | Good | 15550 | 96.0 |
November 2007 | Fair | Satisfactory | Good | Good | 15550 | 96.0 |
May 2006 | Good | Good | Good | Good | 15550 | 96.0 |
September 2005 | Good | Good | Good | Good | 20390 | 96.0 |
April 2004 | Good | Good | Good | Good | 20390 | 96.0 |
December 2003 | Good | Good | Good | Good | 17213 | 96.0 |
December 2002 | Good | Good | Good | Good | 17213 | 96.0 |
November 2001 | Good | Good | Good | Good | 17213 | 96.0 |
September 2000 | Fair | Satisfactory | Good | Satisfactory | 17213 | 98.0 |
October 1999 | Fair | Satisfactory | Good | Satisfactory | 17213 | 98.0 |
November 1998 | Fair | Satisfactory | Good | Satisfactory | 17213 | 98.0 |
January 1997 | Fair | Satisfactory | Satisfactory | Good | 17213 | 98.0 |
May 1996 | Fair | Satisfactory | Very Good | Good | 17213 | 98.0 |
December 1994 | Fair | Fair | Good | Good | 11464 | 97.0 |
December 1992 | Fair | Fair | Satisfactory | Satisfactory | 11464 | 97.0 |
October 1991 | Fair | Fair | Satisfactory | Satisfactory | 11464 | 97.0 |
February 1991 | Fair | Fair | Good | Good | 11464 | 97.0 |
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. | 3,704 | 3,494 | 210 | 0 | 0 |
Steel Protective Coating | sq. ft. | 74,304 | 74,304 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 32,565 | 25,848 | 6,650 | 67 | 0 |
Wearing Surfaces | sq. ft. | 28,706 | 26,162 | 2,500 | 44 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 121 | 100 | 19 | 2 | 0 |
Reinforced Concrete Abutment | linear ft. | 141 | 121 | 19 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 211 | 195 | 16 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 141 | 34 | 80 | 27 | 0 |
Bearings |
Movable Bearing | each | 40 | 21 | 13 | 6 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 926 | 594 | 329 | 3 | 0 |