PRIDESVILLE ROAD over NIBBS CREEK
Map
Coordinates:
+37.36648, -77.9948337°21'59" N, 77°59'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PRIDESVILLE ROAD over NIBBS CREEK |
Structure number: | 000000000001291 |
Location: | 1.38 Fr 656 & 1.18 To 630 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 85.0 ft. [25.9 m] |
Total length: | 87.6 ft. [26.7 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,631 [as of 2014] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 90.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Good | Satisfactory | 1631 | 90.6 |
September 2015 | Fair | Satisfactory | Good | Satisfactory | 1631 | 90.6 |
September 2013 | Fair | Satisfactory | Good | Satisfactory | 2020 | 89.3 |
October 2011 | Fair | Satisfactory | Good | Satisfactory | 2020 | 89.3 |
September 2009 | Fair | Satisfactory | Good | Satisfactory | 2020 | 89.3 |
September 2007 | Good | Good | Good | Good | 1920 | 91.4 |
January 2006 | Good | Good | Good | Very Good | 1863 | 91.4 |
January 2004 | Good | Good | Good | Very Good | 1864 | 91.4 |
January 2002 | Good | Good | Good | Very Good | 1757 | 91.5 |
March 2000 | Good | Good | Good | Very Good | 1491 | 91.7 |
January 1998 | Good | Good | Good | Very Good | 1491 | 91.7 |
January 1996 | Good | Good | Good | Good | 688 | 98.5 |
January 1994 | Good | Very Good | Very Good | Very Good | 1149 | 91.6 |
January 1992 | Good | Very Good | Very Good | Very Good | 404 | 98.7 |