SR1793 over I95
Map
Coordinates:
+35.29159, -78.6042235°17'30" N, 78°36'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1793 over I95 |
Structure number: | 000000000850066 |
Old structure number: | 000000000085066 (from 1992 edition) |
Location: | 1.0MI.NE.JCT.US301 |
Purpose: | Carries highway overpass over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 234.9 ft. [71.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 43° |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
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: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 3,500 [as of 2013] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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 replacement [2] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 57.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Fair | Fair | Satisfactory | 3500 | 57.2 |
March 2016 | Poor | Satisfactory | Poor | Satisfactory | 3500 | 42.2 |
March 2014 | Poor | Poor | Satisfactory | Fair | 3400 | 55.8 |
March 2012 | Poor | Poor | Fair | Fair | 4200 | 55.8 |
April 2010 | Poor | Poor | Fair | Fair | 4500 | 54.2 |
June 2008 | Poor | Poor | Fair | Fair | 2900 | 51.5 |
April 2006 | Poor | Poor | Fair | Fair | 4600 | 50.0 |
February 2004 | Poor | Poor | Fair | Fair | 5400 | 52.9 |
March 2002 | Poor | Poor | Fair | Fair | 2700 | 55.5 |
December 1999 | Poor | Poor | Fair | Fair | 2700 | 55.5 |
December 1997 | Poor | Poor | Fair | Fair | 4900 | 50.0 |
December 1995 | Poor | Poor | Fair | Fair | 4900 | 50.0 |
December 1993 | Poor | Poor | Fair | Fair | 4900 | 42.5 |
December 1991 | Poor | Poor | Fair | Fair | 3500 | 39.3 |