64 EBL over Route 615
Map
Coordinates:
+37.98403, -78.2304137°59'03" N, 78°13'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 64 EBL over Route 615 |
Structure number: | 000000000011428 |
Location: | 3.31Fr. Flu CL.&1.01To 15 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 149.0 ft. [45.4 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 43° |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,607 [as of 2014] |
Truck traffic: | 10% 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 16607 | 93.4 |
June 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 16607 | 93.4 |
June 2013 | Fair | Good | Satisfactory | Satisfactory | 15597 | 93.5 |
June 2011 | Fair | Good | Good | Satisfactory | 15597 | 93.5 |
June 2009 | Fair | Good | Good | Satisfactory | 15597 | 93.5 |
June 2007 | Fair | Good | Good | Satisfactory | 15859 | 95.5 |
June 2005 | Fair | Good | Good | Satisfactory | 15436 | 96.6 |
June 2003 | Fair | Good | Fair | Satisfactory | 13340 | 85.6 |
June 2001 | Fair | Good | Fair | Satisfactory | 12458 | 85.7 |
June 1999 | Fair | Good | Fair | Fair | 12312 | 85.7 |
June 1997 | Fair | Satisfactory | Satisfactory | Fair | 12000 | 85.7 |
June 1995 | Fair | Satisfactory | Satisfactory | Fair | 11000 | 86.1 |
June 1993 | Fair | Satisfactory | Good | Fair | 11105 | 83.8 |
June 1991 | Fair | Satisfactory | Very Good | Satisfactory | 8653 | 95.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 889 | 699 | 180 | 10 | 0 |
Steel Protective Coating | sq. ft. | 7,245 | 6,984 | 0 | 0 | 261 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,258 | 3,133 | 3,123 | 2 | 0 |
Wearing Surfaces | sq. ft. | 5,944 | 0 | 0 | 5,940 | 4 |
Substructure |
Reinforced Concrete Column | each | 6 | 3 | 1 | 2 | 0 |
Reinforced Concrete Abutment | linear ft. | 151 | 110 | 3 | 38 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 112 | 12 | 73 | 27 | 0 |
Joints |
Pourable Joint | linear ft. | 224 | 0 | 0 | 224 | 0 |
Bearings |
Elastomeric Bearing | each | 18 | 0 | 18 | 0 | 0 |
Fixed Bearing | each | 18 | 0 | 18 | 0 | 0 |
Steel Protective Coating | sq. ft. | 18 | 0 | 0 | 0 | 18 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 298 | 298 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 298 | 298 | 0 | 0 | 0 |