SR1245 over COINJOCK BAY
Map
Coordinates:
+36.43156, -75.9896636°25'54" N, 75°59'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1245 over COINJOCK BAY |
Structure number: | 000000000530008 |
Old structure number: | 000000000053008 (from 1992 edition) |
Location: | 1.7 MI.E. OF JCT. NC168 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 128.0 ft. [39.0 m] |
Roadway width between curbs: | 38.7 ft. [11.8 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,500 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Equal to present minimum criteria [6] |
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: | 71.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Good | Fair | 1500 | 71.2 |
October 2016 | Good | Good | Good | Good | 1200 | 86.1 |
October 2014 | Good | Good | Good | Good | 1200 | 86.1 |
October 2012 | Good | Good | Good | Good | 1600 | 83.1 |
October 2010 | Good | Good | Very Good | Good | 1400 | 81.9 |
October 2008 | Fair | Good | Very Good | Satisfactory | 1600 | 80.1 |
October 2006 | Fair | Good | Very Good | Satisfactory | 1600 | 80.1 |
November 2004 | Good | Very Good | Very Good | Very Good | 1500 | 81.0 |
October 2002 | Good | Very Good | Very Good | Very Good | 1200 | 83.8 |
November 2000 | Good | Very Good | Very Good | Very Good | 930 | 86.3 |
November 1998 | Good | Very Good | Very Good | Very Good | 930 | 86.3 |
October 1994 | Poor | Poor | Poor | Fair | 1100 | 4.0 |
November 1992 | Poor | Fair | Poor | Fair | 800 | 6.0 |
October 1990 | Poor | Fair | Poor | Fair | 800 | 6.0 |