LOOMIS ROAD over LOOMIS DRAIN
Map
Coordinates:
+43.75616, -84.6671543°45'22" N, 84°40'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOOMIS ROAD over LOOMIS DRAIN |
Structure number: | 000000000004315 |
Old structure number: | 37200057000B500 (from 1992 edition) |
Location: | 0.1 M S NE COR SEC 28 T16 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 43.6 ft. [13.3 m] |
Total length: | 44.9 ft. [13.7 m] |
Roadway width between curbs: | 31.8 ft. [9.7 m] |
Deck width edge-to-edge: | 34.8 ft. [10.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 2010 |
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 Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 654 [as of 2009] |
Truck traffic: | 4% 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] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 99.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Very Good | Very Good | Very Good | 654 | 99.8 |
June 2016 | Good | Very Good | Very Good | Very Good | 654 | 99.8 |
June 2014 | Good | Very Good | Very Good | Very Good | 654 | 99.8 |
June 2012 | Good | Very Good | Excellent | Excellent | 654 | 99.8 |
December 2010 | Good | Excellent | Excellent | Excellent | 654 | 99.8 |
May 2009 | Poor | Poor | Serious | Satisfactory | 700 | 12.4 |
May 2007 | Poor | Fair | Serious | Satisfactory | 700 | 16.7 |
May 2006 | Poor | Fair | Serious | Satisfactory | 677 | 16.8 |
July 2004 | Poor | Fair | Serious | Satisfactory | 1033 | 20.4 |
July 2002 | Poor | Fair | Poor | Satisfactory | 1033 | 48.2 |
July 2000 | Poor | Fair | Poor | Satisfactory | 1033 | 48.2 |
July 1998 | Poor | Fair | Poor | Satisfactory | 1033 | 48.2 |
September 1996 | Fair | Satisfactory | Fair | Good | 610 | 45.0 |
July 1994 | Fair | Satisfactory | Fair | Good | 610 | 39.9 |
June 1992 | Fair | Satisfactory | Fair | Good | 610 | 39.9 |
March 1990 | Fair | Good | Satisfactory | Very Good | 610 | 47.1 |