N. Fork Church Rd over North Fork Creek
Map
Coordinates:
+36.59537, -78.7643136°35'43" N, 78°45'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N. Fork Church Rd over North Fork Creek |
Structure number: | 000000000009218 |
Location: | 1.10 TO 737 - 0.65 TO 734 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 21.7 ft. [6.6 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
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: | 330 [as of 2017] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 67.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $439,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Fair | Fair | Satisfactory | 330 | 67.3 |
October 2016 | Fair | Fair | Fair | Satisfactory | 357 | 67.3 |
October 2014 | Fair | Satisfactory | Fair | Satisfactory | 300 | 68.9 |
October 2012 | Fair | Satisfactory | Fair | Satisfactory | 282 | 68.7 |
October 2010 | Fair | Satisfactory | Good | Satisfactory | 282 | 79.7 |
October 2008 | Fair | Satisfactory | Good | Satisfactory | 282 | 79.7 |
October 2006 | Fair | Satisfactory | Good | Satisfactory | 305 | 82.7 |
October 2004 | Fair | Satisfactory | Good | Good | 324 | 82.7 |
October 2002 | Fair | Satisfactory | Very Good | Good | 271 | 79.7 |
October 2000 | Fair | Satisfactory | Very Good | Good | 317 | 79.7 |
October 1998 | Fair | Satisfactory | Very Good | Good | 317 | 79.7 |
October 1996 | Good | Good | Very Good | Good | 323 | 79.7 |
October 1994 | Good | Very Good | Very Good | Good | 323 | 79.7 |
December 1992 | Good | Very Good | Very Good | Good | 284 | 79.4 |
January 1991 | Good | Very Good | Very Good | Good | 260 | 79.4 |