NC186 over CYPRESS CREEK
Map
Coordinates:
+36.53600, -77.3378936°32'10" N, 77°20'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC186 over CYPRESS CREEK |
Structure number: | 000000001310054 |
Old structure number: | 000000000131054 (from 1992 edition) |
Location: | 0.7 MI E JCT SR1367 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 119.1 ft. [36.3 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1993 |
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: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,100 [as of 2013] |
Truck traffic: | 7% 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: | 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: | 83.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Good | Good | Fair | 1100 | 83.9 |
February 2015 | Fair | Good | Good | Fair | 1100 | 83.9 |
February 2013 | Fair | Good | Good | Fair | 1300 | 81.9 |
February 2011 | Fair | Good | Good | Fair | 1500 | 81.5 |
February 2009 | Fair | Fair | Satisfactory | Satisfactory | 1600 | 91.7 |
March 2007 | Fair | Fair | Satisfactory | Satisfactory | 1500 | 91.8 |
February 2005 | Good | Good | Good | Good | 2300 | 90.5 |
April 2003 | Good | Good | Good | Good | 2300 | 90.5 |
February 2001 | Good | Good | Good | Good | 1700 | 92.5 |
February 1999 | Good | Good | Good | Good | 1700 | 92.5 |
March 1997 | Good | Good | Good | Good | 1400 | 93.0 |
January 1995 | Good | Very Good | Very Good | Very Good | 1600 | 92.7 |
April 1993 | Good | Very Good | Very Good | Very Good | 1600 | 92.7 |
October 1992 | Good | Very Good | Very Good | Very Good | 1500 | 77.7 |
February 1991 | Fair | Fair | Satisfactory | Fair | 1500 | 7.6 |