COUNTY ROUTE 16 over LITTLE CREEK
Map
Coordinates:
+37.94439, -80.2171737°56'40" N, 80°13'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 16 over LITTLE CREEK |
Structure number: | 00000000013A057 |
Location: | 1.84 Miles N. of CR 16/2 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 37.7 ft. [11.5 m] |
Total length: | 42.7 ft. [13.0 m] |
Roadway width between curbs: | 12.1 ft. [3.7 m] |
Deck width edge-to-edge: | 12.8 ft. [3.9 m] |
Skew angle: | 36° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Girder and floorbeam system [03] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 249 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 minimum criteria [6] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 45.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $388,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | Good | Fair | Poor | 249 | 45.1 |
September 2016 | Poor | Good | Fair | Poor | 249 | 45.1 |
September 2014 | Fair | Good | Fair | Fair | 150 | 62.4 |
September 2012 | Fair | Very Good | Fair | Satisfactory | 150 | 66.3 |
October 2010 | Fair | Very Good | Fair | Satisfactory | 150 | 67.0 |
October 2008 | Fair | Excellent | Fair | Satisfactory | 190 | 65.6 |
November 2006 | Fair | Fair | Fair | Satisfactory | 250 | 66.0 |
October 2004 | Fair | Fair | Fair | Satisfactory | 250 | 63.8 |
October 2002 | Fair | Fair | Fair | Satisfactory | 150 | 64.6 |
October 2000 | Fair | Fair | Fair | Satisfactory | 200 | 64.6 |
October 1998 | Fair | Satisfactory | Fair | Satisfactory | 200 | 65.6 |
October 1996 | Fair | Satisfactory | Fair | Satisfactory | 250 | 59.5 |
November 1994 | Fair | Good | Fair | Satisfactory | 200 | 59.7 |
November 1992 | Fair | Very Good | Fair | Satisfactory | 200 | 59.7 |
November 1990 | Fair | Satisfactory | Satisfactory | Good | 100 | 71.3 |