RAMP E TO GW PKWY over LITTLE RIVER
Map
Coordinates:
+38.88063, -77.0571738°52'50" N, 77°03'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RAMP E TO GW PKWY over LITTLE RIVER |
Structure number: | 1200(RAMP E) |
Location: | T ROOSEVELT BR TP GW PKWY |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 152.9 ft. [46.6 m] |
Total length: | 428.2 ft. [130.5 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
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: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 17,500 [as of 1992] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Operating rating: | 66.9 tons [60.8 metric tons] |
Inventory rating: | 39.9 tons [36.3 metric tons] |
Sufficiency rating: | 92.5 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $5,500,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
May 2016 | 92.5 | Fair | Fair | Satisfactory | Good | - | 17500 |
May 2014 | 90.5 | Fair | Fair | Satisfactory | Good | - | 17500 |
November 2013 | 90.5 | Fair | Fair | Satisfactory | Good | - | 17500 |
May 2012 | 88.4 | Poor | Poor | Satisfactory | Good | SD | 17500 |
July 2010 | 77.0 | Poor | Poor | Fair | Good | SD | 17500 |
February 2008 | 79.1 | Fair | Fair | Fair | - | - | 17500 |
February 2006 | 92.5 | Fair | Satisfactory | Satisfactory | Good | - | 17500 |
March 2004 | 91.5 | Fair | Satisfactory | Satisfactory | Good | - | 17500 |
June 1999 | 91.5 | Fair | Satisfactory | Satisfactory | Good | - | 17500 |
February 1997 | 91.5 | Fair | Satisfactory | Satisfactory | Good | - | 17500 |
August 1993 | 90.3 | Fair | Fair | Good | Good | - | 17500 |
March 1991 | 90.3 | Fair | Fair | Good | Good | - | 17500 |