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NC210 over RILEYS CREEK

Pender County, North Carolina

Map

Coordinates:
+34.44290, -77.99451
34°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

DateConditionCulvert ConditionADTSuff. Rating
October 2017Poor4 out of 10400070.6
October 2015Fair5 out of 10350086.5
October 2013Fair5 out of 10350086.5
October 2011Fair5 out of 10370086.4
October 2009Fair5 out of 10370087.4
December 2008Fair6 out of 10410098.5
December 2006Fair6 out of 10490098.2
October 2004Fair6 out of 10490098.2
October 2002Fair6 out of 10450098.3
January 2001Fair6 out of 10470098.2
April 1999Fair6 out of 10420098.4
July 1997Good7 out of 10320098.8
June 1995Good7 out of 10260099.0
May 1993Good7 out of 10250099.1
April 1991Good7 out of 10250099.1