SR1916 over GULF CREEK
Map
Coordinates:
+35.56552, -79.0265835°33'56" N, 79°01'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1916 over GULF CREEK |
Structure number: | 000000000370009 |
Location: | 1.0 MI. N. JCT. NC42 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 75.1 ft. [22.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1948 |
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: | 6 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,300 [as of 2016] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 68.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Fair | Satisfactory | 1300 | 68.1 |
March 2016 | Fair | Satisfactory | Fair | Satisfactory | 1200 | 68.2 |
March 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1200 | 79.3 |
March 2012 | Fair | Fair | Fair | Good | 1200 | 65.8 |
March 2010 | Fair | Satisfactory | Fair | Satisfactory | 1400 | 66.6 |
March 2008 | Fair | Satisfactory | Fair | Satisfactory | 1900 | 64.2 |
March 2006 | Fair | Good | Fair | Satisfactory | 1900 | 63.4 |
April 2004 | Fair | Good | Satisfactory | Satisfactory | 3700 | 72.4 |
June 2002 | Fair | Good | Satisfactory | Satisfactory | 2400 | 73.3 |
July 2000 | Fair | Good | Satisfactory | Satisfactory | 2400 | 74.3 |
April 1998 | Fair | Good | Satisfactory | Satisfactory | 3600 | 73.5 |
April 1990 | Fair | Good | Very Good | Satisfactory | 1900 | 57.0 |