Share: 
ANTON STREET over SEBEWAING RIVER
Map
Coordinates:
+43.73006, -83.43808
43°43'48" N, 83°26'17" W
+43.73006, -83.43808
43°43'48" N, 83°26'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | ANTON STREET over SEBEWAING RIVER |
| Structure number: | 000000000003681 |
| Old structure number: | 324608000001B01 (from 1992 edition) |
| Location: | 0.4 MI E OF M-25 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 82.0 ft. [25.0 m] |
| Total length: | 153.9 ft. [46.9 m] |
| Roadway width between curbs: | 28.5 ft. [8.7 m] |
| Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
| Skew angle: | 30° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2013 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,590 [as of 2011] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 84.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Good | Very Good | Very Good | Very Good | 5590 | 84.1 |
| November 2015 | Good | Very Good | Excellent | Excellent | 5590 | 84.1 |
| May 2014 | Good | Excellent | Excellent | Excellent | 5590 | 84.1 |
| December 2013 | Good | Excellent | Excellent | Excellent | 5590 | 84.1 |
| December 2011 | Poor | Fair | Serious | Satisfactory | 550 | 23.3 |
| December 2009 | Poor | Poor | Critical | Satisfactory | 550 | 21.1 |
| September 2007 | Fair | Fair | Satisfactory | Satisfactory | 550 | 46.6 |
| September 2005 | Fair | Fair | Satisfactory | Satisfactory | 550 | 46.6 |
| September 2003 | Fair | Fair | Satisfactory | Satisfactory | 550 | 46.6 |
| August 2001 | Fair | Fair | Satisfactory | Satisfactory | 550 | 46.4 |
| June 1999 | Fair | Fair | Satisfactory | Satisfactory | 550 | 46.4 |
| April 1997 | Fair | Fair | Satisfactory | Satisfactory | 490 | 48.4 |
| September 1995 | Fair | Fair | Satisfactory | Satisfactory | 490 | 48.2 |
| December 1993 | Fair | Fair | Satisfactory | Satisfactory | 490 | 37.1 |
| October 1991 | Fair | Fair | Satisfactory | Satisfactory | 490 | 37.1 |
| September 1989 | Poor | Fair | Serious | Serious | 490 | 13.9 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1250599
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1250599