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SR1312 over BEAR CREEK

Map

Coordinates:
+35.95527, -80.64437
35°57'19" N, 80°38'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1312 over BEAR CREEK
Structure number:000000000590067
Old structure number:000000000059067 (from 1992 edition)
Location:0.7 MI. N. JCT. SR1306
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.2 ft. [3.4 m]
Total length:42.0 ft. [12.8 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1991
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:250 [as of 2015]
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 in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:89.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2018Fair5 out of 1025089.0
September 2016Good7 out of 10240100.0
September 2014Good7 out of 10240100.0
October 2012Good7 out of 10290100.0
October 2010Good8 out of 10300100.0
October 2008Good8 out of 10280100.0
October 2006Good8 out of 10290100.0
October 2004Good8 out of 10280100.0
October 2002Good8 out of 10240100.0
October 2000Good8 out of 10180100.0
October 1998Good8 out of 10150100.0
October 1996Good8 out of 1085100.0
October 1994Good8 out of 10105100.0
October 1992Good8 out of 10200100.0
August 1991Good8 out of 10180100.0