INDIAN TOWN RD. over PEPPERMILL CREEK
Map
Coordinates:
+38.31756, -77.1716338°19'03" N, 77°10'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INDIAN TOWN RD. over PEPPERMILL CREEK |
Structure number: | 000000000023451 |
Location: | 0.4M RTE218-2.3M RTE206 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 8.9 ft. [2.7 m] |
Total length: | 27.9 ft. [8.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 555 [as of 2014] |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.3 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
December 2017 | Fair | 6 out of 10 | 555 | 99.3 |
December 2015 | Fair | 6 out of 10 | 555 | 99.3 |
December 2013 | Fair | 6 out of 10 | 262 | 99.7 |
December 2011 | Fair | 6 out of 10 | 262 | 99.7 |
December 2009 | Fair | 6 out of 10 | 262 | 99.7 |
December 2007 | Fair | 6 out of 10 | 262 | 99.7 |
November 2005 | Fair | 6 out of 10 | 262 | 98.7 |
January 2004 | Fair | 6 out of 10 | 262 | 98.7 |
December 2001 | Fair | 6 out of 10 | 217 | 98.7 |
December 1999 | Good | 7 out of 10 | 217 | 99.7 |
January 1998 | Good | 9 out of 10 | 1204 | 98.5 |
March 1996 | Good | 9 out of 10 | 217 | 98.7 |
January 1994 | Good | 9 out of 10 | 183 | 98.8 |
July 1992 | Good | 9 out of 10 | 183 | 99.8 |