44TH STREET N.E. over WATTS BRANCH
Map
Coordinates:
+38.89863, -76.9393138°53'55" N, 76°56'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 44TH STREET N.E. over WATTS BRANCH |
Structure number: | 0129 |
Location: | 44TH ST OVER WATTS BRANCH |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 44.9 ft. [13.7 m] |
Roadway width between curbs: | 30.5 ft. [9.3 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Year reconstructed: | 2015 |
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: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,600 [as of 2007] |
Truck traffic: | 1% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 73.2 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,500,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Very Good | Good | Good | 8600 | 73.2 |
February 2015 | Good | Good | Good | Good | 8600 | 73.2 |
June 2012 | Poor | Serious | Fair | Poor | 8600 | 55.2 |
July 2010 | Poor | Serious | Fair | Poor | 8600 | 54.2 |
April 2008 | Poor | Poor | Fair | Poor | 8600 | 56.2 |
August 2006 | Fair | Fair | Fair | Fair | 4000 | 82.0 |
August 2004 | Fair | Satisfactory | Very Good | Very Good | 4000 | 96.0 |
September 2002 | Fair | Fair | Fair | Fair | 4000 | 84.0 |
January 2001 | Fair | Satisfactory | Satisfactory | Fair | 4000 | 85.0 |
September 1998 | Fair | Satisfactory | Satisfactory | Fair | 4000 | 85.0 |
October 1996 | Fair | Satisfactory | Satisfactory | Fair | 4000 | 85.0 |
September 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 4000 | 96.0 |
March 1993 | Fair | Fair | Satisfactory | Satisfactory | 4000 | 95.0 |
September 1990 | Fair | Fair | Satisfactory | Satisfactory | 4000 | 95.0 |
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. | 296 | 296 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,678 | 0 | 1,140 | 538 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,100 | 2,092 | 8 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 92 | 0 | 92 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 92 | 92 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 12 | 5 | 7 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 92 | 92 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 295 | 295 | 0 | 0 | 0 |