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SR1520 over LILLINGTON CREEK

Map

Coordinates:
+34.50881, -77.81521
34°30'32" N, 77°48'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1520 over LILLINGTON CREEK
Structure number:000000001410164
Old structure number:000000000141164 (from 1992 edition)
Location:4.2 MI N. OF JCT NC210
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.0 ft. [7.3 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1982
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:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2013]
Truck traffic:6% of total traffic
Structural 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Fair5 out of 10110085.5
March 2015Fair5 out of 10110085.5
March 2013Fair5 out of 10140084.5
March 2011Fair5 out of 10110085.5
March 2009Fair5 out of 10110085.5
March 2007Fair5 out of 10110085.5
March 2005Fair5 out of 1082086.4
February 2003Fair5 out of 10100085.8
February 2001Fair6 out of 1080097.7
February 1999Fair6 out of 1080097.7
February 1997Fair6 out of 1044098.7
December 1995Fair6 out of 1044098.7
May 1993Fair6 out of 1025099.2
April 1991Fair6 out of 1025099.2