SR1202 over I95
Map
Coordinates:
+36.48582, -77.6021136°29'09" N, 77°36'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1202 over I95 |
Structure number: | 000000001310055 |
Old structure number: | 000000000131055 (from 1992 edition) |
Location: | 0.5 MI.E.JCT.SR1200 |
Purpose: | Carries highway over highway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 74.2 ft. [22.6 m] |
Total length: | 269.0 ft. [82.0 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: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
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 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 280 [as of 2011] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 73.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Fair | Satisfactory | Fair | 280 | 73.8 |
March 2015 | Fair | Fair | Satisfactory | Fair | 280 | 73.8 |
March 2013 | Fair | Good | Fair | Fair | 280 | 74.0 |
March 2011 | Fair | Fair | Fair | Satisfactory | 340 | 74.6 |
March 2009 | Fair | Fair | Fair | Satisfactory | 340 | 74.6 |
March 2007 | Fair | Fair | Satisfactory | Satisfactory | 320 | 84.7 |
April 2005 | Fair | Fair | Satisfactory | Satisfactory | 360 | 83.7 |
March 2003 | Fair | Fair | Satisfactory | Satisfactory | 300 | 82.7 |
January 2001 | Fair | Fair | Satisfactory | Satisfactory | 350 | 82.7 |
May 1999 | Fair | Fair | Satisfactory | Satisfactory | 500 | 81.6 |
April 1997 | Fair | Fair | Satisfactory | Satisfactory | 250 | 87.3 |
March 1995 | Fair | Fair | Satisfactory | Satisfactory | 220 | 84.8 |
January 1993 | Fair | Fair | Good | Satisfactory | 60 | 69.7 |
January 1989 | Fair | Satisfactory | Very Good | Satisfactory | 40 | 69.2 |