Lexington Tpke. over Pedlar River
Map
Coordinates:
+37.74631, -79.2688137°44'47" N, 79°16'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Lexington Tpke. over Pedlar River |
Structure number: | 000000000001350 |
Location: | .25 Rt605/3.07Rockbri CL |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 33.1 ft. [10.1 m] |
Total length: | 98.1 ft. [29.9 m] |
Roadway width between curbs: | 34.5 ft. [10.5 m] |
Deck width edge-to-edge: | 37.7 ft. [11.5 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 900 [as of 2014] |
Truck traffic: | 13% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 900 | 95.8 |
June 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 900 | 95.8 |
June 2013 | Fair | Satisfactory | Satisfactory | Good | 864 | 95.9 |
June 2011 | Fair | Satisfactory | Satisfactory | Good | 864 | 95.9 |
June 2009 | Fair | Satisfactory | Satisfactory | Good | 864 | 94.4 |
July 2007 | Fair | Satisfactory | Satisfactory | Good | 972 | 95.0 |
July 2005 | Fair | Satisfactory | Satisfactory | Good | 931 | 95.2 |
July 2003 | Fair | Satisfactory | Satisfactory | Good | 1027 | 94.8 |
July 2001 | Fair | Satisfactory | Satisfactory | Good | 1400 | 93.5 |
July 1999 | Fair | Satisfactory | Satisfactory | Good | 1440 | 91.4 |
July 1997 | Good | Good | Good | Good | 1400 | 91.5 |
August 1995 | Good | Good | Very Good | Good | 1300 | 91.9 |
August 1993 | Good | Very Good | Very Good | Very Good | 1132 | 92.5 |
July 1991 | Good | Very Good | Very Good | Very Good | 955 | 93.1 |