MAPLE ST over AU SABLE RIVER
Map
Coordinates:
+44.66110, -84.7082044°39'40" N, 84°42'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MAPLE ST over AU SABLE RIVER |
Structure number: | 000000000014265 |
Location: | 0.3 MI N OF M-72 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Rural) [09] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,000 [as of 2018] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [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 | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Very Good | Good | 2000 | 100.0 |