MCCOMAS STREET over CSX
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MCCOMAS STREET over CSX |
Structure number: | 200000BC5146010 |
Location: | 0.6 M. E. OF HANOVER ST |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 105.0 ft. [32.0 m] |
Total length: | 108.9 ft. [33.2 m] |
Roadway width between curbs: | 52.2 ft. [15.9 m] |
Deck width edge-to-edge: | 61.4 ft. [18.7 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 25° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1981 |
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] |
Latest Available Inspection: October 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,902 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Inventory rating: | 59.8 tons [54.4 metric tons] |
Sufficiency rating: | 86.4 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $111,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
October 2016 | 86.4 | Fair | Satisfactory | Good | Good | - | 1902 |
October 2014 | 80.9 | Good | Good | Good | Good | - | 11750 |
October 2012 | 80.9 | Good | Good | Good | Good | - | 11750 |
October 2010 | 76.9 | Good | Good | Good | Good | - | 11750 |
October 2008 | 76.9 | Good | Good | Good | Good | - | 11750 |
July 2006 | 76.9 | Good | Good | Good | Good | - | 11750 |
March 2004 | 76.9 | Good | Good | Good | Good | - | 11750 |
February 2002 | 78.9 | Fair | Satisfactory | Good | Good | - | 11630 |
February 2000 | 81.4 | Good | Good | Good | Good | - | 9300 |
February 1998 | 79.4 | Good | Good | Good | Good | - | 9300 |
August 1995 | 79.3 | Good | Good | Good | Good | - | 9300 |
January 1993 | 81.3 | Good | Good | Good | Good | - | 9300 |
October 1991 | 81.3 | Good | Good | Very Good | Good | - | 9300 |