NC615 MARSH CSWY. over CREEK OFF BACK BAY
Map
Coordinates:
+36.54020, -75.9723836°32'25" N, 75°58'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC615 MARSH CSWY. over CREEK OFF BACK BAY |
Structure number: | 000000000530007 |
Old structure number: | 000000000053007 (from 1992 edition) |
Location: | 2.3 MI N. OF JCT.SR1255 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 46.9 ft. [14.3 m] |
Total length: | 179.1 ft. [54.6 m] |
Roadway width between curbs: | 35.4 ft. [10.8 m] |
Deck width edge-to-edge: | 54.1 ft. [16.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 2007 |
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: | 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: | 1,800 [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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 1800 | 81.6 |
October 2016 | Good | Good | Good | Very Good | 1800 | 97.3 |
October 2014 | Good | Good | Good | Very Good | 1800 | 97.3 |
October 2012 | Good | Good | Good | Good | 2100 | 95.8 |
October 2010 | Good | Good | Good | Very Good | 1900 | 97.1 |
October 2008 | Good | Good | Good | Very Good | 2200 | 95.7 |
November 2007 | Good | Excellent | Excellent | Excellent | 1800 | 77.5 |
November 2006 | Fair | Fair | Fair | Fair | 2100 | 6.0 |
November 2004 | Fair | Fair | Fair | Fair | 2100 | 6.0 |
October 2002 | Fair | Fair | Fair | Fair | 1300 | 4.0 |
December 2000 | Fair | Fair | Fair | Fair | 630 | 39.9 |
January 1999 | Fair | Fair | Fair | Fair | 1400 | 32.0 |
November 1996 | Fair | Fair | Fair | Fair | 1500 | 31.5 |
October 1994 | Fair | Fair | Fair | Fair | 1400 | 32.0 |
October 1992 | Fair | Fair | Fair | Fair | 1200 | 25.0 |
October 1990 | Fair | Fair | Fair | Fair | 1200 | 49.2 |