SUMMIT POINT RD over LONG MARSH RUN
Map
Coordinates:
+39.19602, -77.9632339°11'46" N, 77°57'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SUMMIT POINT RD over LONG MARSH RUN |
Structure number: | 000000000027644 |
Location: | 0.65 TO 639 - 1.05 TO 654 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,714 [as of 2014] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 76.2 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $51,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
June 2017 | Good | 8 out of 10 | 1714 | 76.2 |
June 2015 | Good | 8 out of 10 | 1714 | 78.2 |
June 2013 | Good | 8 out of 10 | 1973 | 78.0 |
June 2011 | Good | 8 out of 10 | 1973 | 78.0 |
July 2009 | Good | 8 out of 10 | 1973 | 79.0 |
June 2007 | Good | 8 out of 10 | 1862 | 79.1 |
July 2005 | Good | 8 out of 10 | 1403 | 80.0 |
July 2003 | Good | 8 out of 10 | 934 | 58.5 |