MEMORIAL AVENUE over GWMP (SB), RAMP, & BOUND
Map
Coordinates:
+38.88542, -77.0610638°53'08" N, 77°03'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MEMORIAL AVENUE over GWMP (SB), RAMP, & BOUND |
Structure number: | 3300015P0000000 |
Location: | 0.5 MILES WEST OF LINCOLN |
Purpose: | Carries highway and pedestrian walkway over highway and waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 101.1 ft. [30.8 m] |
Total length: | 402.6 ft. [122.7 m] |
Roadway width between curbs: | 60.0 ft. [18.3 m] |
Deck width edge-to-edge: | 94.2 ft. [28.7 m] |
Vertical clearance below bridge: | 9.8 ft. [3.0 m] |
Owner: | National Park Service [66] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,000 [as of 2013] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances 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 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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 86.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $375,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 15000 | 86.1 |
April 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 15000 | 93.5 |
April 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 15000 | 93.5 |
April 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 15000 | 93.5 |
April 2009 | Fair | Satisfactory | Satisfactory | Good | 15000 | 93.5 |
September 2007 | Fair | Good | Satisfactory | Good | 15000 | 75.1 |
May 2005 | Good | Good | Good | Good | 15000 | 75.1 |
July 2003 | Good | Good | Good | Good | 15000 | 75.1 |
March 2003 | Fair | Good | Good | Satisfactory | 15000 | 75.1 |
September 2001 | Fair | Fair | Fair | Fair | 15000 | 62.6 |