Colonial Trail E over Lower Chippokes Creek
Map
Coordinates:
+37.11095, -76.7479437°06'39" N, 76°44'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Colonial Trail E over Lower Chippokes Creek |
Structure number: | 000000000018179 |
Location: | 4.32 Mi.Fr.ECL Town Surry |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 22.3 ft. [6.8 m] |
Total length: | 22.3 ft. [6.8 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 37.1 ft. [11.3 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: | MS 13.5 / HS 15 [3] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,416 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 75.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Satisfactory | Satisfactory | Fair | 5416 | 75.9 |
January 2015 | Fair | Satisfactory | Satisfactory | Fair | 5252 | 76.1 |
January 2013 | Fair | Satisfactory | Satisfactory | Fair | 5252 | 74.1 |
January 2011 | Fair | Satisfactory | Satisfactory | Fair | 5252 | 74.1 |
January 2009 | Fair | Satisfactory | Satisfactory | Fair | 5252 | 74.1 |
April 2007 | Fair | Satisfactory | Satisfactory | Fair | 5252 | 74.1 |
March 2005 | Fair | Satisfactory | Satisfactory | Fair | 5025 | 74.3 |
March 2003 | Fair | Satisfactory | Satisfactory | Fair | 3524 | 77.1 |
February 2001 | Fair | Satisfactory | Satisfactory | Fair | 3648 | 76.9 |
June 1999 | Fair | Satisfactory | Satisfactory | Fair | 3648 | 76.9 |
July 1997 | Fair | Satisfactory | Satisfactory | Fair | 3900 | 76.6 |
July 1995 | Fair | Satisfactory | Satisfactory | Fair | 4400 | 76.0 |
August 1993 | Fair | Satisfactory | Satisfactory | Fair | 4115 | 77.3 |
September 1991 | Fair | Satisfactory | Satisfactory | Fair | 3980 | 77.5 |