SR1361 over BLEVINS CREEK
Map
Coordinates:
+36.15107, -81.9598736°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
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
May 2017 | Poor | 4 out of 10 | 220 | 71.9 |
May 2015 | Poor | 4 out of 10 | 220 | 71.9 |
May 2013 | Fair | 5 out of 10 | 230 | 87.9 |
May 2011 | Fair | 5 out of 10 | 290 | 83.3 |
May 2009 | Fair | 5 out of 10 | 360 | 80.3 |
May 2007 | Fair | 6 out of 10 | 600 | 91.2 |
May 2005 | Fair | 6 out of 10 | 380 | 91.3 |
April 2003 | Fair | 6 out of 10 | 260 | 91.4 |
May 2001 | Fair | 6 out of 10 | 500 | 91.2 |
May 1999 | Fair | 6 out of 10 | 410 | 91.3 |
July 1991 | Fair | 5 out of 10 | 300 | 79.7 |