DREMAN AVENUE over WEST FORK CHANNEL
Map
Coordinates:
+39.15443, -84.5530239°09'16" N, 84°33'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DREMAN AVENUE over WEST FORK CHANNEL |
Structure number: | 3160432 |
Location: | 0.2 MI W OF BEEKMAN ST |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 96.1 ft. [29.3 m] |
Total length: | 99.1 ft. [30.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 37.4 ft. [11.4 m] |
Skew angle: | 34° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1999 |
Historic significance: | Historical significance is not determinable at this time [4] |
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: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,000 [as of 1997] |
Deck condition: | Very Good [8 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] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 89.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Very Good | Very Good | Very Good | 2000 | 89.2 |
March 2017 | Good | Very Good | Very Good | Very Good | 2000 | 89.2 |
July 2016 | Good | Good | Excellent | Very Good | 2000 | 89.2 |
November 2015 | Good | Good | Excellent | Very Good | 2000 | 88.2 |
May 2015 | Good | Good | Excellent | Very Good | 2000 | 89.2 |
March 2014 | Good | Good | Excellent | Very Good | 2000 | 89.2 |
January 2013 | Good | Good | Excellent | Very Good | 2000 | 89.2 |
May 2011 | Good | Good | Excellent | Very Good | 2000 | 89.2 |
May 2010 | Good | Good | Excellent | Excellent | 2000 | 91.2 |
April 2009 | Good | Good | Excellent | Excellent | 2000 | 91.2 |
April 2008 | Good | Good | Excellent | Excellent | 2000 | 91.2 |
June 2007 | Good | Good | Excellent | Excellent | 2000 | 91.2 |
August 2006 | Good | Good | Excellent | Excellent | 2000 | 91.2 |
March 2005 | Good | Good | Excellent | Excellent | 2000 | 91.2 |
October 2002 | Good | Excellent | Excellent | Excellent | 2000 | 91.2 |
October 2001 | Good | Excellent | Excellent | Excellent | 2000 | 91.2 |
April 2000 | Good | Excellent | Excellent | Excellent | 2000 | 91.2 |