CR 25/2 & RJC RR over NEW RIVER
Map
Coordinates:
+37.95606, -81.0789437°57'22" N, 81°04'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 25/2 & RJC RR over NEW RIVER |
Structure number: | 00000000010A126 |
Location: | 0.10 Miles E. of CR 25 |
Purpose: | Carries highway and railroad over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 226.1 ft. [68.9 m] |
Total length: | 826.5 ft. [251.9 m] |
Roadway width between curbs: | 12.1 ft. [3.7 m] |
Deck width edge-to-edge: | 12.5 ft. [3.8 m] |
Skew angle: | 45° |
Owner: | Railroad [27] |
Year built: | 1916 |
Year reconstructed: | 1951 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Open Grating [3] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 225 [as of 2016] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 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: | 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 18.2 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $160,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Poor | Good | Satisfactory | Poor | 225 | 18.2 |
October 2017 | Poor | Good | Satisfactory | Poor | 225 | 18.2 |
December 2015 | Poor | Good | Satisfactory | Poor | 200 | 18.9 |
October 2013 | Poor | Good | Satisfactory | Poor | 200 | 18.9 |
October 2011 | Poor | Good | Satisfactory | Poor | 200 | 15.6 |
October 2009 | Poor | Good | Satisfactory | Poor | 200 | 19.0 |
October 2007 | Poor | Good | Satisfactory | Poor | 200 | 19.0 |
October 2005 | Poor | Good | Satisfactory | Poor | 200 | 19.0 |
October 2003 | Poor | Good | Satisfactory | Poor | 200 | 19.0 |
November 2001 | Poor | Good | Satisfactory | Poor | 200 | 19.0 |
November 1999 | Poor | Good | Satisfactory | Poor | 200 | 19.0 |
November 1997 | Poor | Good | Satisfactory | Poor | 200 | 15.6 |
October 1995 | Poor | Good | Satisfactory | Poor | 200 | 15.6 |
October 1993 | Poor | Very Good | Good | Poor | 200 | 15.6 |
October 1991 | Poor | Excellent | Good | Poor | 200 | 15.6 |