KENILWORTH AVE over WATTS BRANCH
Map
Coordinates:
+38.90167, -76.9447238°54'06" N, 76°56'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KENILWORTH AVE over WATTS BRANCH |
Structure number: | 0019-1(HIGH) |
Location: | OVER WATTS BRANCH, N.E. |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 54.1 ft. [16.5 m] |
Roadway width between curbs: | 91.9 ft. [28.0 m] |
Deck width edge-to-edge: | 110.9 ft. [33.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Year reconstructed: | 2009 |
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: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 102,600 [as of 2007] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Good | Satisfactory | 102600 | 100.0 |
October 2016 | Good | Good | Good | Good | 102600 | 100.0 |
September 2014 | Good | Good | Good | Good | 102600 | 100.0 |
September 2012 | Good | Very Good | Very Good | Good | 102600 | 100.0 |
August 2010 | Good | Very Good | Very Good | Good | 102600 | 99.0 |
February 2007 | Fair | Satisfactory | Satisfactory | Fair | 102600 | 88.0 |
February 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 117000 | 99.0 |
March 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 117000 | 99.0 |
April 2001 | Fair | Good | Good | Satisfactory | 117000 | 99.0 |
April 1998 | Fair | Good | Good | Satisfactory | 117000 | 94.0 |
October 1996 | Fair | Good | Good | Satisfactory | 117000 | 94.0 |
March 1994 | Fair | Good | Good | Satisfactory | 117000 | 92.0 |
January 1992 | Good | Good | Good | Good | 117000 | 92.0 |
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. | 668 | 665 | 3 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6,246 | 6,244 | 0 | 0 | 2 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,987 | 5,853 | 134 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 226 | 88 | 134 | 4 | 0 |
Joints |
Pourable Joint | linear ft. | 184 | 184 | 0 | 0 | 0 |
Compression Joint | linear ft. | 184 | 176 | 8 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 28 | 1 | 0 | 27 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 216 | 192 | 24 | 0 | 0 |