COUNTY ROUTE 20/6 over LITTLE SEWELL CREEK
Map
Coordinates:
+37.96921, -80.7636637°58'09" N, 80°45'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 20/6 over LITTLE SEWELL CREEK |
Structure number: | 00000000013A255 |
Location: | 0.02 Miles S. of CR 60/32 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 49.5 ft. [15.1 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 2009 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 2012] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 90.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Very Good | 200 | 90.5 |
November 2013 | Good | Excellent | Excellent | Excellent | 200 | 90.5 |
November 2011 | Good | Excellent | Excellent | Excellent | 200 | 90.5 |
November 2009 | Good | - | - | Excellent | - | 90.5 |