DANTE MTN. ROAD over BIG BRANCH @ FREMONT
Map
Coordinates:
+37.12280, -82.3860837°07'22" N, 82°23'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DANTE MTN. ROAD over BIG BRANCH @ FREMONT |
Structure number: | 000000000005780 |
Location: | .19 TO R83&14.41 FR RCL |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 34.5 ft. [10.5 m] |
Total length: | 34.5 ft. [10.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1950 |
Year reconstructed: | 2010 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,548 [as of 2014] |
Truck traffic: | 26% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 68.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $134,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Good | 2548 | 68.4 |
June 2016 | Good | Good | Good | Good | 2548 | 68.4 |
June 2014 | Good | Good | Good | Good | 2738 | 67.5 |
June 2012 | Good | Good | Good | Good | 2738 | 79.7 |
June 2010 | Good | Excellent | Excellent | Good | 2738 | 79.7 |
January 2010 | Poor | Fair | Poor | Good | 2738 | 28.8 |
January 2009 | Poor | Fair | Poor | Good | 2731 | 28.8 |
January 2008 | Poor | Fair | Poor | Good | 2709 | 28.9 |
January 2007 | Poor | Fair | Poor | Good | 2395 | 29.4 |
January 2006 | Poor | Fair | Poor | Good | 2431 | 29.4 |
January 2005 | Poor | Fair | Poor | Good | 2420 | 29.4 |
February 2004 | Poor | Fair | Poor | Good | 2683 | 28.9 |
January 2003 | Poor | Fair | Poor | Good | 2703 | 28.9 |
February 2002 | Fair | Fair | Fair | Good | 2703 | 49.3 |
January 2001 | Fair | Fair | Fair | Good | 2723 | 49.2 |
January 2000 | Fair | Fair | Fair | Good | 2723 | 51.4 |
January 1999 | Fair | Fair | Fair | Good | 2000 | 53.4 |
March 1996 | Fair | Satisfactory | Satisfactory | Good | 1900 | 71.2 |
January 1994 | Fair | Satisfactory | Satisfactory | Good | 1805 | 66.0 |
January 1992 | Fair | Satisfactory | Fair | Good | 2420 | 54.0 |