Hitesburg CH Road over North Fork Creek
Map
Coordinates:
+36.62916, -78.7247736°37'45" N, 78°43'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Hitesburg CH Road over North Fork Creek |
Structure number: | 000000000009326 |
Location: | 0.85 TO 601 - 1.35 TO 602 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 433 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 84.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Satisfactory | Satisfactory | 433 | 84.8 |
October 2016 | Fair | Good | Satisfactory | Satisfactory | 433 | 84.8 |
October 2014 | Fair | Good | Satisfactory | Satisfactory | 420 | 84.8 |
October 2012 | Fair | Good | Satisfactory | Satisfactory | 397 | 84.8 |
October 2010 | Fair | Good | Satisfactory | Satisfactory | 397 | 84.8 |
October 2008 | Fair | Good | Satisfactory | Satisfactory | 397 | 84.8 |
October 2006 | Fair | Good | Satisfactory | Satisfactory | 419 | 85.8 |
October 2004 | Fair | Good | Satisfactory | Satisfactory | 390 | 82.8 |
October 2002 | Good | Good | Very Good | Good | 984 | 79.4 |
October 2000 | Good | Good | Very Good | Good | 485 | 79.7 |
October 1998 | Good | Good | Very Good | Good | 485 | 80.0 |
October 1996 | Good | Good | Very Good | Good | 490 | 80.0 |
October 1994 | Good | Good | Very Good | Good | 490 | 80.0 |
December 1992 | Good | Very Good | Very Good | Good | 308 | 80.0 |
January 1991 | Good | Very Good | Very Good | Good | 310 | 80.0 |