HUNGARY TOWN ROAD over LITTLE NOTTOWAY RIVER
Map
Coordinates:
+37.06288, -78.0506937°03'46" N, 78°03'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HUNGARY TOWN ROAD over LITTLE NOTTOWAY RIVER |
Structure number: | 000000000012877 |
Location: | .3 FR 601 & 1.3 TO 658 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 42.7 ft. [13.0 m] |
Total length: | 212.0 ft. [64.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 5 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 795 [as of 2014] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | None present but re-evaluation suggested [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 67.6 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $279,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Fair | 795 | 67.6 |
August 2015 | Fair | Satisfactory | Satisfactory | Fair | 795 | 66.6 |
August 2013 | Fair | Satisfactory | Satisfactory | Fair | 731 | 72.9 |
August 2011 | Fair | Satisfactory | Satisfactory | Fair | 731 | 65.9 |
August 2009 | Fair | Satisfactory | Satisfactory | Fair | 731 | 65.9 |
August 2007 | Fair | Satisfactory | Satisfactory | Fair | 825 | 59.6 |
August 2005 | Fair | Satisfactory | Satisfactory | Fair | 813 | 61.6 |
August 2003 | Fair | Satisfactory | Satisfactory | Fair | 774 | 59.7 |
August 2001 | Fair | Satisfactory | Satisfactory | Fair | 755 | 59.7 |
August 1999 | Fair | Good | Good | Fair | 716 | 67.9 |
August 1997 | Fair | Satisfactory | Satisfactory | Fair | 547 | 66.2 |
August 1995 | Fair | Good | Good | Fair | 680 | 65.0 |
August 1993 | Good | Very Good | Very Good | Good | 436 | 76.6 |
August 1991 | Good | Very Good | Very Good | Good | 399 | 77.6 |