GROVE STREET over MIDDLE BR PINE RIVER
Map
Coordinates:
+43.98802, -83.9570243°59'17" N, 83°57'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GROVE STREET over MIDDLE BR PINE RIVER |
Structure number: | 000000000000479 |
Old structure number: | 064644400170B01 (from 1992 edition) |
Location: | CITY OF STANDISH |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Skew angle: | 20° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1989 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 2004] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 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] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 84.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Fair | Satisfactory | Good | 1000 | 84.6 |
August 2016 | Fair | Satisfactory | Good | Very Good | 1000 | 85.6 |
June 2014 | Fair | Satisfactory | Good | Very Good | 1000 | 85.6 |
May 2012 | Good | Good | Good | Very Good | 1000 | 85.6 |
June 2010 | Good | Good | Good | Very Good | 1000 | 85.6 |
June 2008 | Good | Good | Good | Very Good | 1000 | 87.6 |
October 2004 | Good | Good | Good | Very Good | 1000 | 87.6 |
October 2002 | Good | Very Good | Very Good | Excellent | 870 | 87.7 |
August 2000 | Good | Excellent | Excellent | Excellent | 870 | 87.7 |
August 1998 | Good | Excellent | Excellent | Excellent | 870 | 87.7 |
June 1996 | Good | Excellent | Excellent | Excellent | 870 | 87.7 |
May 1994 | Good | Excellent | Excellent | Excellent | 870 | 87.7 |
October 1991 | Good | Excellent | Excellent | Excellent | 870 | 87.7 |