ROUTE 0295 RAMP D over WESTERN ST & NS RWY
Map
Coordinates:
+37.26737, -77.3251637°16'03" N, 77°19'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROUTE 0295 RAMP D over WESTERN ST & NS RWY |
Structure number: | 000000000023281 |
Location: | 0.20 MI. FR. I-295 EBL |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 109.9 ft. [33.5 m] |
Total length: | 213.9 ft. [65.2 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 29° |
Owner: | State Highway Agency [01] |
Year built: | 1991 |
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] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,033 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Very Good | Satisfactory | 5033 | 94.5 |
October 2015 | Fair | Good | Very Good | Satisfactory | 5033 | 94.5 |
October 2013 | Fair | Good | Very Good | Satisfactory | 1000 | 94.9 |
October 2011 | Fair | Good | Very Good | Satisfactory | 1000 | 94.9 |
October 2009 | Fair | Good | Good | Satisfactory | 1000 | 94.9 |
October 2007 | Fair | Satisfactory | Good | Good | 1000 | 95.9 |
November 2005 | Good | Good | Good | Good | 1000 | 95.9 |
October 2003 | Good | Good | Good | Good | 1000 | 95.9 |
November 2001 | Good | Good | Very Good | Good | 1000 | 95.9 |
February 2000 | Good | Good | Very Good | Good | 1000 | 96.0 |
November 1997 | Good | Very Good | Very Good | Good | 1000 | 96.0 |
December 1995 | Good | Good | Good | Good | 1000 | 94.0 |
January 1994 | Good | Very Good | Very Good | Very Good | 1000 | 94.0 |
January 1992 | Good | Excellent | Excellent | Excellent | 1000 | 94.0 |
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. | 856 | 856 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 9,681 | 9,681 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,807 | 0 | 6,782 | 25 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 64 | 34 | 10 | 20 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 36 | 32 | 0 | 4 | 0 |
Joints |
Compression Joint | linear ft. | 64 | 17 | 0 | 0 | 47 |
Bearings |
Movable Bearing | each | 8 | 0 | 4 | 4 | 0 |
Steel Protective Coating | sq. ft. | 32 | 0 | 0 | 0 | 32 |
Fixed Bearing | each | 4 | 4 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 16 | 16 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 428 | 148 | 250 | 30 | 0 |