CHASE STREET over I-83, ABANDONED RR
Map
Coordinates:
+39.30167, -76.6100039°18'06" N, 76°36'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | CHASE STREET over I-83, ABANDONED RR |
Structure number: | 200000BC1401010 |
Location: | 0.03 MI S OF FALLSWAY |
Purpose: | Carries highway over highway and railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 77.1 ft. [23.5 m] |
Total length: | 284.1 ft. [86.6 m] |
Roadway width between curbs: | 49.9 ft. [15.2 m] |
Deck width edge-to-edge: | 65.6 ft. [20.0 m] |
Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1968 |
Year reconstructed: | 1992 |
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: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 12,750 [as of 2007] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 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] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 36.0 tons [32.7 metric tons] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 64.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $30,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
September 2016 | 64.0 | Fair | Satisfactory | Satisfactory | Fair | FO | 12750 |
September 2014 | 64.0 | Fair | Satisfactory | Satisfactory | Fair | FO | 12750 |
September 2012 | 64.0 | Fair | Satisfactory | Satisfactory | Fair | FO | 12750 |
September 2010 | 63.0 | Fair | Satisfactory | Satisfactory | Fair | FO | 12750 |
January 2010 | 63.0 | Fair | Satisfactory | Good | Fair | FO | 12750 |
January 2008 | 63.0 | Fair | Satisfactory | Good | Fair | FO | 12750 |
December 2005 | 63.0 | Fair | Satisfactory | Good | Fair | FO | 12750 |
February 2004 | 63.0 | Fair | Satisfactory | Good | Fair | FO | 12750 |
January 2002 | 63.0 | Fair | Good | Good | Fair | FO | 12619 |
January 2000 | 63.2 | Fair | Good | Good | Fair | - | 11069 |
February 1998 | 74.6 | Good | Good | Good | Good | - | 11069 |
June 1995 | 75.9 | Good | Good | Good | Good | - | 11069 |
January 1993 | 74.9 | Fair | Good | Satisfactory | Satisfactory | - | 11069 |
November 1990 | 74.9 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 11069 |