IS 264 EB OFF RAMP over IS 264 EBL ON RAMPS
Map
Coordinates:
+36.83013, -76.3050636°49'48" N, 76°18'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 264 EB OFF RAMP over IS 264 EBL ON RAMPS |
Structure number: | 000000000021248 |
Location: | INT. @ DOWNTOWN TUN PORTS |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 107.0 ft. [32.6 m] |
Total length: | 313.0 ft. [95.4 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
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: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,651 [as of 2014] |
Deck condition: | Good [7 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 99.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Satisfactory | Satisfactory | 2651 | 99.0 |
November 2015 | Fair | Good | Satisfactory | Satisfactory | 2651 | 99.0 |
January 2014 | Fair | Good | Satisfactory | Satisfactory | 2875 | 99.0 |
January 2012 | Fair | Good | Satisfactory | Satisfactory | 2875 | 99.0 |
December 2009 | Fair | Good | Satisfactory | Good | 2875 | 99.0 |
November 2009 | Fair | Good | Satisfactory | Good | 2875 | 99.0 |
October 2007 | Fair | Good | Satisfactory | Good | 2875 | 99.0 |
September 2005 | Good | Good | Good | Good | 2875 | 99.0 |
October 2003 | Good | Good | Good | Good | 2875 | 99.0 |
November 2001 | Good | Good | Good | Good | 2875 | 99.0 |
November 1999 | Fair | Good | Satisfactory | Good | 2875 | 99.0 |
December 1997 | Fair | Satisfactory | Good | Good | 2875 | 99.0 |
December 1995 | Fair | Satisfactory | Very Good | Good | 2875 | 99.0 |
December 1993 | Fair | Satisfactory | Very Good | Very Good | 2875 | 99.0 |
December 1991 | Good | Good | Very Good | Very Good | 2875 | 98.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 1,620 | 1,137 | 482 | 1 | 0 |
Steel Protective Coating | sq. ft. | 17,276 | 15,842 | 0 | 1,434 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,484 | 8,348 | 944 | 192 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 3 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 141 | 21 | 80 | 40 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 58 | 57 | 1 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 30 | 0 | 30 | 0 | 0 |
Pourable Joint | linear ft. | 60 | 60 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 12 | 7 | 4 | 1 | 0 |
Steel Protective Coating | sq. ft. | 12 | 7 | 0 | 4 | 1 |
Fixed Bearing | each | 8 | 4 | 3 | 1 | 0 |
Steel Protective Coating | sq. ft. | 8 | 4 | 0 | 3 | 1 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 626 | 255 | 254 | 117 | 0 |