PRICE RD over PRICES CREEK
Map
Coordinates:
+39.84364, -84.5969939°50'37" N, 84°35'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PRICE RD over PRICES CREEK |
Structure number: | 6830072 |
Location: | W OF LEWISBURG WESTERN RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 94.2 ft. [28.7 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1894 |
Year reconstructed: | 2008 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Wood or timber [7] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 324 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 46.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Excellent | Satisfactory | Good | 324 | 46.3 |
June 2017 | Fair | Excellent | Satisfactory | Good | 324 | 46.3 |
June 2016 | Fair | Excellent | Satisfactory | Good | 324 | 46.3 |
June 2015 | Fair | Excellent | Satisfactory | Good | 86 | 43.5 |
June 2014 | Fair | Excellent | Satisfactory | Good | 86 | 43.7 |
July 2013 | Fair | Excellent | Satisfactory | Good | 50 | 43.5 |
June 2012 | Fair | Excellent | Satisfactory | Good | 50 | 44.8 |
July 2011 | Fair | Excellent | Satisfactory | Good | 50 | 44.8 |
June 2010 | Fair | Excellent | Satisfactory | Good | 50 | 44.8 |
July 2009 | Fair | Excellent | Satisfactory | Good | 50 | 47.1 |
July 2008 | Fair | Excellent | Satisfactory | Good | 50 | 47.1 |
June 2007 | Fair | Fair | Fair | Fair | 50 | 22.6 |
July 2006 | Fair | Fair | Fair | Fair | 50 | 22.6 |
August 2005 | Fair | Fair | Fair | Satisfactory | 50 | 22.6 |
August 2004 | Fair | Fair | Fair | Satisfactory | 50 | 22.6 |
July 2001 | Poor | Fair | Poor | Poor | 50 | 22.6 |
July 2000 | Poor | Fair | Poor | Fair | 50 | 22.6 |
July 1999 | Poor | Poor | Poor | Fair | 50 | 20.5 |
July 1997 | Poor | Poor | Poor | Fair | 50 | 20.5 |
July 1996 | Poor | Poor | Serious | Fair | 50 | 20.5 |
July 1995 | Poor | Fair | Serious | Fair | 50 | 23.4 |
July 1994 | Poor | Fair | Serious | Fair | 50 | 23.4 |
June 1992 | Poor | Poor | Serious | Fair | 50 | 21.3 |
May 1990 | Poor | Satisfactory | Serious | Satisfactory | 50 | 24.4 |