US601 over SOUTHERN RAILROAD
Map
Coordinates:
+35.87991, -80.5599735°52'48" N, 80°33'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US601 over SOUTHERN RAILROAD |
Structure number: | 000000000590009 |
Location: | 100 FT. N. JCT. SR1800 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 126.0 ft. [38.4 m] |
Roadway width between curbs: | 31.8 ft. [9.7 m] |
Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 51° |
Owner: | State Highway Agency [01] |
Year built: | 1938 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,000 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 69.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Fair | Satisfactory | Fair | 11000 | 69.5 |
November 2016 | Fair | Fair | Fair | Fair | 11000 | 68.7 |
November 2014 | Poor | Fair | Fair | Poor | 11000 | 56.7 |
November 2012 | Poor | Fair | Fair | Poor | 12000 | 54.1 |
November 2010 | Fair | Fair | Fair | Fair | 14000 | 70.7 |
November 2008 | Fair | Fair | Fair | Fair | 14000 | 70.7 |
November 2006 | Fair | Fair | Fair | Fair | 17000 | 71.6 |
November 2004 | Fair | Fair | Fair | Fair | 17000 | 71.6 |
November 2002 | Fair | Fair | Fair | Fair | 16000 | 67.5 |
December 2000 | Fair | Fair | Fair | Fair | 15000 | 72.3 |
March 1999 | Fair | Fair | Fair | Fair | 16850 | 71.7 |
January 1991 | Poor | Fair | Fair | Poor | 12100 | 53.9 |