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SR1361 over BLEVINS CREEK

Map

Coordinates:
+36.15107, -81.95987
36°09'04" N, 81°57'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1361 over BLEVINS CREEK
Structure number:000000000110159
Location:200 FT.E.JCT.NC194
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:State Highway Agency [01]
Year built:1960
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:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:220 [as of 2015]
Truck traffic:6% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 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:71.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Poor4 out of 1022071.9
May 2015Poor4 out of 1022071.9
May 2013Fair5 out of 1023087.9
May 2011Fair5 out of 1029083.3
May 2009Fair5 out of 1036080.3
May 2007Fair6 out of 1060091.2
May 2005Fair6 out of 1038091.3
April 2003Fair6 out of 1026091.4
May 2001Fair6 out of 1050091.2
May 1999Fair6 out of 1041091.3
July 1991Fair5 out of 1030079.7