HILL AVENUE over NORFOLK SOUTHERN RR
Map
Coordinates:
+35.49073, -79.1862035°29'27" N, 79°11'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HILL AVENUE over NORFOLK SOUTHERN RR |
Structure number: | 000000001050043 |
Location: | 0.1MI.E.JCT.STEELE STREET |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 53.2 ft. [16.2 m] |
Total length: | 142.1 ft. [43.3 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 46.6 ft. [14.2 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 15° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1967 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
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 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 4,000 [as of 1981] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 61.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Fair | Satisfactory | Satisfactory | 4000 | 61.1 |
April 2016 | Fair | Fair | Satisfactory | Fair | 4000 | 63.9 |
February 2014 | Fair | Fair | Satisfactory | Fair | 4000 | 63.9 |
February 2012 | Fair | Satisfactory | Good | Fair | 4000 | 67.0 |
February 2010 | Fair | Satisfactory | Good | Fair | 4000 | 66.6 |
April 2008 | Fair | Satisfactory | Good | Satisfactory | 4000 | 77.0 |
April 2006 | Fair | Satisfactory | Good | Satisfactory | 4000 | 77.0 |
June 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 4000 | 77.0 |
May 2002 | Fair | Satisfactory | Fair | Good | 4000 | 69.9 |
May 2000 | Fair | Satisfactory | Fair | Good | 4000 | 69.9 |
July 1998 | Fair | Satisfactory | Fair | Satisfactory | 4000 | 82.4 |
May 1990 | Fair | Satisfactory | Satisfactory | Fair | 4000 | 75.6 |