TUCKER HILL RD. over JACKSON CREEK
Map
Coordinates:
+38.08653, -76.6184138°05'12" N, 76°37'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TUCKER HILL RD. over JACKSON CREEK |
Structure number: | 000000000026571 |
Location: | 0.8M RTE612-1.2M RTE611 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 4.9 ft. [1.5 m] |
Total length: | 30.8 ft. [9.4 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
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: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 161 [as of 2014] |
Truck traffic: | 1% of total traffic |
Structural appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.9 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
May 2017 | Good | 8 out of 10 | 161 | 99.9 |
May 2015 | Good | 8 out of 10 | 161 | 99.9 |
May 2013 | Good | 8 out of 10 | 200 | 99.9 |
May 2011 | Good | 8 out of 10 | 200 | 99.9 |
May 2009 | Good | 8 out of 10 | 200 | 99.9 |
May 2007 | Good | 8 out of 10 | 170 | 99.9 |
May 2005 | Good | 8 out of 10 | 165 | 99.9 |
May 2003 | Good | 8 out of 10 | 244 | 99.9 |