SR1209 over BARBECUE SWAMP
Map
Coordinates:
+35.33817, -79.0453735°20'17" N, 79°02'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1209 over BARBECUE SWAMP |
Structure number: | 000000000850048 |
Old structure number: | 000000000085048 (from 1992 edition) |
Location: | 0.4MI N. OF JCT.NC27 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 105.0 ft. [32.0 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,100 [as of 2013] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 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] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Satisfactory | Satisfactory | 4100 | 95.1 |
June 2016 | Fair | Good | Satisfactory | Satisfactory | 4100 | 93.1 |
June 2014 | Fair | Good | Good | Satisfactory | 2900 | 94.2 |
June 2012 | Fair | Good | Good | Fair | 3600 | 82.1 |
June 2010 | Fair | Good | Good | Satisfactory | 3400 | 92.5 |
July 2008 | Fair | Good | Good | Satisfactory | 3300 | 92.5 |
May 2006 | Good | Good | Good | Good | 3700 | 90.4 |
April 2004 | Good | Good | Good | Very Good | 3500 | 92.4 |
May 2002 | Good | Good | Good | Very Good | 2100 | 93.0 |
February 2000 | Good | Good | Good | Very Good | 2200 | 92.9 |
January 1998 | Good | Good | Good | Very Good | 1700 | 94.1 |
January 1996 | Good | Good | Good | Very Good | 1400 | 74.8 |
January 1994 | Good | Good | Good | Very Good | 1400 | 88.9 |
January 1992 | Good | Very Good | Very Good | Very Good | 1300 | 89.0 |