INDIAN NECK ROAD over CHAPEL HILL CREEK
Map
Coordinates:
+37.90596, -77.0558137°54'21" N, 77°03'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INDIAN NECK ROAD over CHAPEL HILL CREEK |
Structure number: | 000000000010616 |
Location: | 1.2M RTE640-0.6M RTE626 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 34.1 ft. [10.4 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 208 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 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: | Better than present minimum criteria [7] |
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: | 75.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Fair | Fair | 208 | 75.3 |
June 2016 | Fair | Satisfactory | Fair | Fair | 208 | 75.3 |
June 2014 | Fair | Good | Satisfactory | Fair | 294 | 70.7 |
June 2012 | Fair | Very Good | Satisfactory | Fair | 294 | 71.7 |
June 2010 | Fair | Very Good | Satisfactory | Fair | 294 | 71.7 |
June 2008 | Fair | Fair | Satisfactory | Fair | 294 | 70.7 |
June 2006 | Fair | Fair | Satisfactory | Fair | 170 | 75.4 |
June 2004 | Fair | Fair | Good | Fair | 170 | 75.4 |
July 2002 | Fair | Fair | Very Good | Fair | 170 | 75.4 |
June 2000 | Fair | Fair | Very Good | Fair | 172 | 75.3 |
June 1998 | Fair | Fair | Very Good | Satisfactory | 172 | 86.4 |
August 1996 | Fair | Satisfactory | Very Good | Satisfactory | 199 | 87.4 |
June 1994 | Fair | Satisfactory | Very Good | Satisfactory | 199 | 87.3 |
June 1993 | Fair | Satisfactory | Very Good | Satisfactory | 154 | 87.4 |
August 1992 | Fair | Satisfactory | Very Good | Satisfactory | 154 | 87.4 |
June 1991 | Fair | Satisfactory | Very Good | Fair | 154 | 76.4 |