SR1318 over GREASY CREEK
Map
Coordinates:
+35.06773, -83.8077535°04'04" N, 83°48'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1318 over GREASY CREEK |
Structure number: | 000000000430078 |
Location: | .6 MI.E.JCT.SR1300 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 6.9 ft. [2.1 m] |
Total length: | 21.0 ft. [6.4 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 2018 |
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: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 80 [as of 2000] |
Truck traffic: | 6% of total traffic |
Structural appraisal: | Equal to present desirable criteria [8] |
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: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
August 2018 | Good | 8 out of 10 | 80 | 100.0 |