Lexington Turnpike over Huff Creek
Map
Coordinates:
+37.61136, -79.0785437°36'41" N, 79°04'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Lexington Turnpike over Huff Creek |
Structure number: | 000000000001346 |
Location: | 1.70-Rt.689 / 0.40-Rt.617 |
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: | 34.8 ft. [10.6 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1933 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
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: | 2,548 [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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 91.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 2548 | 91.9 |
August 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 2548 | 91.9 |
August 2013 | Fair | Satisfactory | Good | Satisfactory | 2541 | 91.9 |
August 2011 | Fair | Satisfactory | Good | Satisfactory | 2541 | 90.1 |
August 2009 | Fair | Satisfactory | Good | Satisfactory | 2541 | 95.0 |
September 2007 | Fair | Satisfactory | Good | Satisfactory | 2770 | 94.6 |
August 2005 | Fair | Satisfactory | Good | Satisfactory | 2654 | 94.8 |
August 2003 | Fair | Good | Good | Satisfactory | 2474 | 95.1 |
September 2001 | Fair | Good | Good | Satisfactory | 4327 | 92.3 |
November 1999 | Good | Good | Good | Good | 5349 | 87.7 |
August 1997 | Fair | Good | Fair | Fair | 5200 | 75.8 |
October 1995 | Fair | Good | Good | Satisfactory | 4300 | 90.5 |
September 1993 | Fair | Very Good | Fair | Satisfactory | 3877 | 79.3 |
September 1991 | Fair | Very Good | Fair | Satisfactory | 3255 | 80.6 |