CLIFTON AVENUE over MILL CREEK (CLIFTON AV)
Map
Coordinates:
+39.16339, -84.5164739°09'48" N, 84°30'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CLIFTON AVENUE over MILL CREEK (CLIFTON AV) |
Structure number: | 3136353 |
Location: | 300FT S OF INT SPR GR&CL |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 126.0 ft. [38.4 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 49.5 ft. [15.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1935 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,691 [as of 2015] |
Truck traffic: | 9% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 79.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $100,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Very Good | Excellent | Very Good | 4691 | 79.6 |
June 2017 | Good | Very Good | Excellent | Very Good | 4691 | 79.6 |
October 2016 | Good | Very Good | Excellent | Very Good | 4691 | 79.6 |
October 2015 | Good | Very Good | Excellent | Very Good | 13764 | 76.9 |
July 2014 | Good | Very Good | Excellent | Very Good | 13764 | 76.9 |
August 2013 | Good | Very Good | Excellent | Very Good | 13764 | 76.9 |
August 2012 | Good | Very Good | Excellent | Very Good | 13764 | 76.9 |
October 2011 | Good | Excellent | Excellent | Very Good | 13764 | 76.9 |
November 2010 | Good | Excellent | Excellent | Very Good | 13764 | 68.8 |
June 2009 | Poor | Poor | Fair | Satisfactory | 13764 | 50.3 |
April 2008 | Poor | Poor | Fair | Satisfactory | 13764 | 50.3 |
May 2007 | Poor | Poor | Fair | Satisfactory | 13764 | 50.3 |
April 2006 | Fair | Fair | Fair | Satisfactory | 13764 | 52.6 |
February 2005 | Fair | Fair | Fair | Satisfactory | 13764 | 52.6 |
March 2003 | Fair | Fair | Fair | Satisfactory | 13764 | 52.6 |
April 2002 | Fair | Fair | Fair | Satisfactory | 13764 | 52.6 |
March 2000 | Fair | Fair | Fair | Satisfactory | 13764 | 52.6 |
November 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 13764 | 65.8 |
October 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 2800 | 69.5 |
November 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 2800 | 69.6 |
December 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 2800 | 70.6 |
November 1991 | Fair | Satisfactory | Satisfactory | Good | 2800 | 70.6 |
October 1990 | Fair | Satisfactory | Satisfactory | Good | 2800 | 69.6 |