SUMMERTON ROAD over LEWIS DRAIN
Map
Coordinates:
+43.67569, -84.7279743°40'32" N, 84°43'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SUMMERTON ROAD over LEWIS DRAIN |
Structure number: | 000000000013879 |
Location: | 0.6 MI S OF WEIDMAN ROAD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 76.1 ft. [23.2 m] |
Skew angle: | 36° |
Owner: | County Highway Agency [02] |
Year built: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 185 [as of 2002] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
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: | 90.5 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
May 2017 | Good | 8 out of 10 | 185 | 90.5 |
May 2015 | Good | 8 out of 10 | 185 | 100.0 |