SR1302 over BUCKLAND MILL BRANCH
Map
Coordinates:
+36.50427, -76.7511236°30'15" N, 76°45'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1302 over BUCKLAND MILL BRANCH |
Structure number: | 000000000730014 |
Location: | 0.5 MI. W. JCT. SR1304 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 17.1 ft. [5.2 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
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: | 3 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 610 [as of 2011] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 58.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Fair | Fair | Fair | 610 | 58.0 |
January 2016 | Fair | Fair | Fair | Fair | 610 | 57.8 |
January 2014 | Fair | Fair | Fair | Fair | 610 | 57.8 |
January 2012 | Fair | Fair | Fair | Fair | 680 | 57.8 |
January 2010 | Fair | Fair | Fair | Fair | 650 | 55.8 |
January 2008 | Poor | Poor | Fair | Fair | 650 | 53.7 |
February 2006 | Fair | Fair | Fair | Fair | 700 | 53.0 |
November 2003 | Fair | Fair | Fair | Fair | 610 | 53.1 |
February 2002 | Fair | Fair | Fair | Fair | 640 | 53.0 |
February 2000 | Fair | Fair | Fair | Fair | 500 | 54.2 |
March 1990 | Fair | Fair | Fair | Fair | 450 | 53.2 |