SR1709 over I95
Map
Coordinates:
+35.34264, -78.5580735°20'34" N, 78°33'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1709 over I95 |
Structure number: | 000000000850081 |
Location: | 0.8 MI.W.JCT.SR1808 |
Purpose: | Carries highway over highway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 263.1 ft. [80.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 40° |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
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: | Prestressed concrete [5] |
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: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,100 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 87.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 2100 | 87.3 |
July 2015 | Fair | Fair | Satisfactory | Satisfactory | 950 | 87.4 |
July 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 950 | 87.8 |
July 2011 | Fair | Fair | Fair | Fair | 950 | 75.7 |
July 2009 | Fair | Fair | Satisfactory | Good | 1000 | 86.8 |
June 2008 | Fair | Fair | Fair | Fair | 1000 | 73.6 |
April 2006 | Fair | Fair | Fair | Fair | 1000 | 73.6 |
February 2004 | Fair | Fair | Fair | Fair | 1200 | 73.5 |
April 2002 | Fair | Fair | Fair | Fair | 900 | 73.7 |
September 1999 | Fair | Fair | Fair | Fair | 700 | 81.5 |
October 1991 | Fair | Fair | Fair | Fair | 1000 | 65.0 |