Constitution Hwy over Blue Run
Map
Coordinates:
+38.22368, -78.2146038°13'25" N, 78°12'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Constitution Hwy over Blue Run |
Structure number: | 000000000012920 |
Location: | 1.44 From 639& .29 To 231 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1995 |
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: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,660 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 89.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Good | 3660 | 89.9 |
September 2015 | Good | Good | Good | Good | 3660 | 89.9 |
September 2013 | Good | Good | Good | Good | 3794 | 89.7 |
September 2011 | Good | Good | Good | Good | 3794 | 90.7 |
September 2009 | Good | Good | Good | Good | 3794 | 90.7 |
September 2007 | Good | Good | Good | Good | 4337 | 89.8 |
September 2005 | Good | Very Good | Very Good | Good | 4469 | 89.6 |
September 2003 | Good | Very Good | Very Good | Good | 4018 | 90.4 |
September 2001 | Good | Very Good | Very Good | Good | 3716 | 90.9 |
September 1999 | Good | Very Good | Very Good | Good | 7612 | 83.3 |
September 1997 | Good | Very Good | Very Good | Good | 3500 | 91.2 |
October 1995 | Good | Very Good | Very Good | Very Good | 5800 | 86.4 |
November 1994 | Poor | Fair | Serious | Satisfactory | 5700 | 3.0 |
September 1993 | Poor | Fair | Serious | Satisfactory | 5777 | 3.0 |
September 1992 | Poor | Fair | Serious | Satisfactory | 5295 | 3.0 |
September 1991 | Poor | Fair | Serious | Satisfactory | 5480 | 3.0 |