SR1799 over MINGO SWAMP
Map
Coordinates:
+35.31378, -78.5428635°18'50" N, 78°32'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1799 over MINGO SWAMP |
Structure number: | 000000000850142 |
Old structure number: | 000000000085142 (from 1992 edition) |
Location: | 0.4 MI E JCT SR1789 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 90.9 ft. [27.7 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
Skew angle: | 16° |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
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: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 560 [as of 2013] |
Truck traffic: | 6% 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 560 | 96.7 |
May 2016 | Good | Good | Good | Good | 560 | 96.7 |
May 2014 | Fair | Good | Good | Satisfactory | 980 | 96.5 |
May 2012 | Good | Good | Good | Good | 1100 | 96.4 |
May 2010 | Good | Very Good | Very Good | Good | 1100 | 96.4 |
August 2008 | Good | Very Good | Very Good | Good | 1100 | 96.4 |
June 2006 | Good | Very Good | Very Good | Good | 1100 | 96.4 |
March 2004 | Good | Very Good | Very Good | Good | 1300 | 96.3 |
April 2002 | Good | Very Good | Very Good | Good | 1000 | 95.7 |
February 2000 | Good | Very Good | Very Good | Good | 800 | 95.8 |
January 1998 | Good | Very Good | Very Good | Good | 930 | 96.5 |
January 1996 | Fair | Fair | Fair | Good | 1000 | 84.4 |
January 1994 | Good | Very Good | Very Good | Good | 1000 | 88.9 |
January 1992 | Good | Very Good | Very Good | Good | 700 | 89.1 |