ROUTE 60 over CSX RAILWAY
Map
Coordinates:
+37.28640, -76.7205337°17'11" N, 76°43'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROUTE 60 over CSX RAILWAY |
Structure number: | 000000000022335 |
Location: | 1.08 TO 132 /0.10 TO 162 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 196.9 ft. [60.0 m] |
Roadway width between curbs: | 56.1 ft. [17.1 m] |
Deck width edge-to-edge: | 71.9 ft. [21.9 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 45° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1934 |
Year reconstructed: | 1981 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 21,971 [as of 2014] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 91.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 21971 | 91.8 |
July 2016 | Good | Good | Good | Good | 21971 | 91.8 |
July 2014 | Good | Good | Very Good | Good | 21971 | 91.8 |
August 2012 | Good | Good | Very Good | Good | 24034 | 91.6 |
August 2010 | Good | Good | Very Good | Good | 24034 | 91.6 |
August 2008 | Good | Good | Very Good | Good | 24034 | 91.6 |
December 2006 | Good | Very Good | Good | Very Good | 24034 | 91.6 |
December 2004 | Good | Very Good | Good | Very Good | 24034 | 91.6 |
November 2002 | Good | Very Good | Good | Good | 24034 | 91.6 |
December 2000 | Good | Very Good | Good | Good | 24034 | 91.6 |
December 1998 | Good | Very Good | Good | Very Good | 24034 | 91.6 |
December 1996 | Good | Very Good | Good | Very Good | 24034 | 91.6 |
October 1994 | Good | Very Good | Good | Very Good | 24034 | 90.2 |
January 1993 | Good | Very Good | Good | Very Good | 12755 | 91.2 |
January 1991 | Fair | Satisfactory | Good | Good | 12755 | 91.2 |
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. | 2,316 | 164 | 2,152 | 0 | 0 |
Steel Protective Coating | sq. ft. | 20,712 | 0 | 20,676 | 0 | 36 |
Deck |
Reinforced Concrete Deck | sq. ft. | 13,774 | 12,600 | 1,142 | 32 | 0 |
Concrete Protective Coating | sq. ft. | 10,088 | 0 | 9,738 | 0 | 350 |
Substructure |
Reinforced Concrete Column | each | 16 | 12 | 1 | 3 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 196 | 191 | 3 | 2 | 0 |
Reinforced Concrete Abutment | linear ft. | 200 | 180 | 0 | 20 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 178 | 163 | 0 | 15 | 0 |
Joints |
Compression Joint | linear ft. | 196 | 98 | 98 | 0 | 0 |
Bearings |
Movable Bearing | each | 36 | 5 | 19 | 12 | 0 |
Fixed Bearing | each | 12 | 0 | 12 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 388 | 388 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,358 | 1,358 | 0 | 0 | 0 |