RAMP TO BENNING RD over SB KENILWORTH AVE
Map
Coordinates:
+38.89593, -76.9518138°53'45" N, 76°57'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RAMP TO BENNING RD over SB KENILWORTH AVE |
Structure number: | 0104 |
Location: | KENILWORTH&BENNING RD |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 50.2 ft. [15.3 m] |
Deck width edge-to-edge: | 71.9 ft. [21.9 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
Year reconstructed: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span 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: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,400 [as of 2007] |
Truck traffic: | 3% of total traffic |
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: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 92.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Satisfactory | Satisfactory | 11400 | 92.3 |
October 2016 | Fair | Good | Satisfactory | Satisfactory | 11400 | 92.3 |
September 2014 | Fair | Good | Good | Satisfactory | 11400 | 92.3 |
September 2012 | Fair | Satisfactory | Satisfactory | Fair | 11400 | 81.1 |
September 2010 | Fair | Satisfactory | Satisfactory | Good | 11400 | 94.3 |
July 2008 | Fair | Good | Satisfactory | Good | 11400 | 94.3 |
July 2006 | Good | Good | Good | Good | 11400 | 91.3 |
June 2004 | Fair | Satisfactory | Good | Good | 11400 | 91.3 |
July 2002 | Fair | Satisfactory | Good | Good | 11400 | 91.3 |
March 2000 | Good | Good | Good | Good | 11400 | 91.3 |
September 1997 | Good | Good | Good | Good | 11400 | 89.3 |
September 1995 | Good | Good | Good | Good | 11400 | 69.8 |
March 1993 | Good | Good | Good | Good | 11400 | 68.6 |
September 1990 | Good | Good | Good | Good | 11400 | 68.6 |
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. | 616 | 447 | 166 | 3 | 0 |
Steel Protective Coating | sq. ft. | 3,080 | 1,035 | 776 | 830 | 439 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,456 | 3,408 | 48 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 166 | 119 | 40 | 7 | 0 |
Joints |
Strip Seal Joint | linear ft. | 166 | 0 | 0 | 166 | 0 |
Pourable Joint | linear ft. | 48 | 48 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 14 | 0 | 14 | 0 | 0 |
Steel Protective Coating | sq. ft. | 28 | 24 | 0 | 0 | 4 |
Fixed Bearing | each | 14 | 0 | 14 | 0 | 0 |
Steel Protective Coating | sq. ft. | 28 | 24 | 0 | 0 | 4 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 196 | 182 | 14 | 0 | 0 |
Steel Protective Coating | sq. ft. | 392 | 392 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 92 | 74 | 15 | 1 | 2 |