CR 33 over CSX RAILROAD
Map
Coordinates:
+38.15430, -81.3043038°09'15" N, 81°18'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 33 over CSX RAILROAD |
Structure number: | 00000000040A028 |
Location: | 0.74 MI E OF CR 33/6 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 61.0 ft. [18.6 m] |
Total length: | 150.6 ft. [45.9 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
Vertical clearance below bridge: | 39.4 ft. [12.0 m] |
Skew angle: | 22° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Main span material: | Steel continuous [4] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 4,070 [as of 2015] |
Truck traffic: | 4% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 32.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,350,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Poor | Poor | Poor | Poor | 4070 | 32.6 |
October 2015 | Poor | Poor | Fair | Poor | 3800 | 45.6 |
October 2013 | Poor | Poor | Fair | Fair | 5000 | 55.6 |
October 2012 | Poor | Poor | Fair | Fair | 5000 | 55.6 |
November 2011 | Poor | Poor | Fair | Fair | 5000 | 53.2 |
November 2010 | Poor | Poor | Fair | Fair | 6400 | 49.3 |
November 2009 | Poor | Poor | Fair | Fair | 6400 | 49.3 |
November 2008 | Poor | Poor | Fair | Fair | 6400 | 50.6 |
November 2007 | Poor | Poor | Fair | Fair | 6600 | 50.4 |
November 2005 | Poor | Poor | Fair | Fair | 6600 | 44.2 |
December 2003 | Poor | Poor | Satisfactory | Fair | 5500 | 57.2 |
December 2001 | Poor | Poor | Satisfactory | Fair | 5500 | 57.2 |
December 1999 | Poor | Poor | Satisfactory | Fair | 5500 | 57.2 |
December 1997 | Poor | Poor | Satisfactory | Fair | 5500 | 57.2 |
December 1995 | Poor | Poor | Satisfactory | Fair | 7000 | 55.8 |
December 1993 | Poor | Poor | Satisfactory | Fair | 5200 | 57.4 |
February 1992 | Poor | Poor | Satisfactory | Fair | 5200 | 57.4 |
February 1990 | Poor | Poor | Satisfactory | Fair | 5200 | 57.4 |