US421 SBL over SR2110
Map
Coordinates:
+35.71603, -79.4294935°42'58" N, 79°25'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | US421 SBL over SR2110 |
Structure number: | 000000000370443 |
Location: | 1.3 MI. S. JCT. US64 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 150.9 ft. [46.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Vertical clearance below bridge: | 16.7 ft. [5.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1982 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,650 [as of 2013] |
Truck traffic: | 14% of total traffic |
Deck condition: | Good [7 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 87.8 tons [79.8 metric tons] |
Inventory rating: | 52.9 tons [48.1 metric tons] |
Sufficiency rating: | 99.6 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2015 | 99.6 | Good | Good | Good | Good | - | 4650 |
May 2013 | 99.6 | Good | Good | Good | Good | - | 4850 |
May 2011 | 99.5 | Good | Good | Good | Good | - | 5500 |
May 2009 | 99.5 | Fair | Satisfactory | Very Good | Good | - | 5500 |
April 2007 | 99.5 | Fair | Satisfactory | Very Good | Good | - | 5500 |
May 2005 | 99.5 | Fair | Satisfactory | Good | Good | - | 5500 |
July 2004 | 99.5 | Fair | Satisfactory | Very Good | Good | - | 5000 |
September 2002 | 99.5 | Fair | Satisfactory | Very Good | Good | - | 5000 |
September 2000 | 99.6 | Fair | Satisfactory | Very Good | Good | - | 4800 |
August 1998 | 97.5 | Fair | Satisfactory | Very Good | Good | - | 4950 |
August 1990 | 97.6 | Good | Good | Very Good | Good | - | 7600 |