NC210 over RILEYS CREEK
Map
Coordinates:
+34.44290, -77.9945134°26'34" N, 77°59'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC210 over RILEYS CREEK |
Structure number: | 000000001410024 |
Old structure number: | 000000000141024 (from 1992 edition) |
Location: | 0.45 MI W. JCT SR 1407 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 38.1 ft. [11.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
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: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,000 [as of 2015] |
Truck traffic: | 8% of total traffic |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Pier/abutment protection: | Navigation protection not required [1] |
Culvert condition: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 70.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
October 2017 | Poor | 4 out of 10 | 4000 | 70.6 |
October 2015 | Fair | 5 out of 10 | 3500 | 86.5 |
October 2013 | Fair | 5 out of 10 | 3500 | 86.5 |
October 2011 | Fair | 5 out of 10 | 3700 | 86.4 |
October 2009 | Fair | 5 out of 10 | 3700 | 87.4 |
December 2008 | Fair | 6 out of 10 | 4100 | 98.5 |
December 2006 | Fair | 6 out of 10 | 4900 | 98.2 |
October 2004 | Fair | 6 out of 10 | 4900 | 98.2 |
October 2002 | Fair | 6 out of 10 | 4500 | 98.3 |
January 2001 | Fair | 6 out of 10 | 4700 | 98.2 |
April 1999 | Fair | 6 out of 10 | 4200 | 98.4 |
July 1997 | Good | 7 out of 10 | 3200 | 98.8 |
June 1995 | Good | 7 out of 10 | 2600 | 99.0 |
May 1993 | Good | 7 out of 10 | 2500 | 99.1 |
April 1991 | Good | 7 out of 10 | 2500 | 99.1 |