SR1222 over SHINGLE LANDING CREEK
Map
Coordinates:
+36.52614, -76.1774336°31'34" N, 76°10'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1222 over SHINGLE LANDING CREEK |
Structure number: | 000000000530028 |
Location: | 0.5 MI.E. OF JCT.NC168 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 105.0 ft. [32.0 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2009 |
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: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 880 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 87.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Very Good | Very Good | Very Good | 880 | 87.5 |
October 2016 | Good | Very Good | Very Good | Very Good | 900 | 88.9 |
October 2014 | Good | Very Good | Very Good | Very Good | 900 | 88.9 |
October 2012 | Good | Good | Good | Good | 4200 | 80.2 |
October 2010 | Good | Very Good | Very Good | Very Good | 2600 | 85.6 |
January 2010 | Good | Good | Very Good | Very Good | 2700 | 85.6 |
October 2008 | Fair | Fair | Fair | Fair | 3800 | 28.5 |
November 2006 | Poor | Fair | Poor | Poor | 3800 | 13.4 |
October 2004 | Fair | Fair | Fair | Fair | 3200 | 26.5 |
October 2002 | Fair | Fair | Fair | Fair | 2900 | 26.7 |
October 2000 | Fair | Fair | Fair | Fair | 2600 | 28.4 |
December 1998 | Fair | Fair | Fair | Fair | 2600 | 28.4 |
October 1990 | Fair | Satisfactory | Fair | Fair | 230 | 52.3 |