Constitution Hwy. over Stream
Map
Coordinates:
+38.20571, -78.2431138°12'21" N, 78°14'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Constitution Hwy. over Stream |
Structure number: | 000000000012932 |
Location: | 1.60 From 609 &.16 To 655 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 7.9 ft. [2.4 m] |
Total length: | 38.7 ft. [11.8 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1986 |
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: | Steel [3] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,452 [as of 2014] |
Truck traffic: | 2% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.9 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
February 2017 | Fair | 6 out of 10 | 2452 | 98.9 |
February 2015 | Fair | 6 out of 10 | 2587 | 98.8 |
February 2013 | Fair | 6 out of 10 | 2587 | 98.8 |
February 2011 | Fair | 6 out of 10 | 2587 | 98.8 |
February 2009 | Fair | 6 out of 10 | 2587 | 98.8 |
February 2007 | Good | 7 out of 10 | 2692 | 98.7 |
February 2005 | Good | 7 out of 10 | 2663 | 98.8 |
February 2003 | Good | 7 out of 10 | 2380 | 98.9 |
February 2001 | Good | 7 out of 10 | 3600 | 98.3 |
February 1999 | Good | 7 out of 10 | 3600 | 98.3 |
February 1997 | Good | 7 out of 10 | 3400 | 98.4 |
February 1995 | Good | 7 out of 10 | 3005 | 98.6 |
February 1993 | Good | 8 out of 10 | 2100 | 99.1 |
January 1991 | Good | 8 out of 10 | 2165 | 99.0 |