LOOP DRIVE over CREEK
Map
Coordinates:
+37.20511, -76.7499237°12'18" N, 76°44'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOOP DRIVE over CREEK |
Structure number: | 4290030P0000000 |
Location: | 3.07 MILES FROM BEGINNING |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 17.1 ft. [5.2 m] |
Total length: | 219.2 ft. [66.8 m] |
Roadway width between curbs: | 13.1 ft. [4.0 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Owner: | National Park Service [66] |
Year built: | 1957 |
Year reconstructed: | 2001 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 13 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 132 [as of 2007] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 65.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Good | Good | Satisfactory | 132 | 65.7 |
June 2015 | Fair | Good | Good | Satisfactory | 132 | 58.9 |
June 2013 | Good | Good | Good | Good | 132 | 58.9 |
June 2011 | Good | Good | Good | Good | 132 | 58.9 |
June 2009 | Good | Good | Good | Good | 132 | 58.9 |
June 2007 | Good | Good | Good | Good | 165 | 58.9 |
May 2005 | Good | Good | Good | Good | 165 | 58.9 |
May 2003 | Good | Good | Good | Good | 165 | 58.9 |
May 2001 | Poor | Serious | Fair | Satisfactory | 165 | 15.4 |
May 1999 | Poor | Serious | Fair | Satisfactory | 165 | 15.4 |