EISENHOWER AVENUE over TELEGRAPH ROAD
Map
Coordinates:
+38.80222, -77.0778638°48'08" N, 77°04'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EISENHOWER AVENUE over TELEGRAPH ROAD |
Structure number: | 000000000019914 |
Location: | 0010STOVALL S0007MILL R |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 186.0 ft. [56.7 m] |
Total length: | 925.9 ft. [282.2 m] |
Roadway width between curbs: | 53.2 ft. [16.2 m] |
Deck width edge-to-edge: | 71.2 ft. [21.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 32° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 7 |
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: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 12,059 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 66.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $25,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Good | Fair | Satisfactory | 12059 | 66.3 |
June 2015 | Fair | Good | Fair | Satisfactory | 12059 | 67.3 |
June 2013 | Fair | Good | Satisfactory | Satisfactory | 18000 | 80.9 |
June 2011 | Fair | Good | Satisfactory | Satisfactory | 18000 | 80.9 |
June 2009 | Fair | Good | Satisfactory | Satisfactory | 18000 | 80.9 |
July 2007 | Fair | Good | Satisfactory | Satisfactory | 18000 | 80.9 |
June 2005 | Fair | Good | Satisfactory | Satisfactory | 18000 | 80.9 |
September 2003 | Good | Very Good | Very Good | Very Good | 18000 | 80.9 |
August 2001 | Good | Very Good | Very Good | Very Good | 18000 | 80.9 |
September 1999 | Good | Very Good | Very Good | Very Good | 18000 | 80.9 |
July 1997 | Good | Very Good | Very Good | Very Good | 18000 | 80.9 |
August 1995 | Good | Very Good | Very Good | Very Good | 18000 | 81.3 |
June 1993 | Good | Very Good | Very Good | Very Good | 18000 | 77.2 |
August 1991 | Good | Very Good | Very Good | Very Good | 18000 | 77.2 |