I-64 EBL & WBL over COUNTY ROUTE 60/20
Map
Coordinates:
+37.78226, -80.3818737°46'56" N, 80°22'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-64 EBL & WBL over COUNTY ROUTE 60/20 |
Structure number: | 00000000013A154 |
Location: | 1.97 Miles W. of CR 60/14 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 24.9 ft. [7.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Concrete [1] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,079 [as of 2015] |
Truck traffic: | 28% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 not over waterway. [N] |
Sufficiency rating: | 70.3 |
Recommended work: | Replacement of bridge or other structure because of relocation of road. [32] |
Estimated cost of work: | $1,193,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
September 2018 | Fair | 6 out of 10 | 11079 | 70.3 |
September 2016 | Fair | 6 out of 10 | 11079 | 70.3 |
September 2014 | Fair | 6 out of 10 | 12647 | 69.1 |
September 2012 | Good | 7 out of 10 | 11000 | 70.4 |
September 2010 | Good | 7 out of 10 | 11000 | 69.7 |
September 2008 | Good | 7 out of 10 | 9100 | 71.3 |
September 2006 | Good | 7 out of 10 | 14000 | 67.2 |
September 2004 | Good | 7 out of 10 | 13000 | 68.0 |
September 2002 | Good | 8 out of 10 | 14500 | 66.8 |
September 2000 | Good | 8 out of 10 | 15000 | 83.7 |
September 1998 | Good | 8 out of 10 | 11500 | 86.1 |
September 1996 | Good | 8 out of 10 | 8500 | 88.1 |
October 1994 | Good | 8 out of 10 | 5000 | 90.5 |
October 1992 | Good | N out of 10 | 6000 | 89.7 |
October 1990 | Good | 7 out of 10 | 9200 | 71.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 216 | 212 | 4 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 50 | 50 | 0 | 0 | 0 |