US52 over NORFOLK SO. RAILROAD
Map
Coordinates:
+35.21467, -80.1123735°12'53" N, 80°06'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US52 over NORFOLK SO. RAILROAD |
Structure number: | 000000001670010 |
Old structure number: | 000000000167010 (from 1992 edition) |
Location: | 0.9 MI. N. JCT. NC731 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 121.1 ft. [36.9 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 37.4 ft. [11.4 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 14° |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
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: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,300 [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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
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: | 83.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 3300 | 83.0 |
August 2015 | Good | Good | Good | Good | 3100 | 83.0 |
August 2013 | Good | Good | Good | Good | 3100 | 83.0 |
August 2011 | Fair | Good | Fair | Fair | 3200 | 68.0 |
August 2009 | Fair | Good | Good | Satisfactory | 3100 | 79.0 |
September 2007 | Fair | Good | Good | Satisfactory | 3400 | 79.0 |
November 2005 | Fair | Good | Good | Satisfactory | 3600 | 79.0 |
August 2003 | Fair | Good | Good | Satisfactory | 3500 | 80.0 |
October 2001 | Fair | Good | Good | Satisfactory | 3400 | 80.0 |
November 1999 | Fair | Good | Good | Satisfactory | 3500 | 78.0 |
November 1997 | Fair | Good | Good | Satisfactory | 3500 | 78.0 |
November 1995 | Fair | Good | Good | Satisfactory | 3300 | 78.0 |
November 1993 | Fair | Good | Good | Satisfactory | 3000 | 78.0 |
November 1991 | Fair | Good | Very Good | Satisfactory | 3200 | 77.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 605 | 445 | 80 | 80 | 0 |
Steel Protective Coating | sq. ft. | 5,590 | 3,130 | 1,880 | 580 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,519 | 4,518 | 1 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,403 | 3,403 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 80 | 80 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 142 | 142 | 0 | 0 | 0 |
Bearings |
Other Bearing | each | 30 | 6 | 24 | 0 | 0 |
Steel Protective Coating | sq. ft. | 60 | 0 | 16 | 0 | 44 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 242 | 240 | 2 | 0 | 0 |