TIPLADY ROAD over PORTAGE CREEK
Map
Coordinates:
+42.42680, -83.9584942°25'36" N, 83°57'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TIPLADY ROAD over PORTAGE CREEK |
Structure number: | 000000000005888 |
Old structure number: | 47314H00001B010 (from 1992 edition) |
Location: | SEC 34 PUTNAM TWP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 31.8 ft. [9.7 m] |
Total length: | 32.8 ft. [10.0 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1938 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 80 [as of 2014] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 49.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Fair | Poor | Good | 80 | 49.7 |
October 2016 | Fair | Fair | Fair | Good | 80 | 65.7 |
October 2014 | Fair | Fair | Satisfactory | Good | 80 | 75.7 |
October 2012 | Fair | Fair | Satisfactory | Good | 100 | 43.6 |
October 2010 | Fair | Fair | Satisfactory | Good | 210 | 35.0 |
October 2008 | Fair | Fair | Satisfactory | Good | 210 | 35.0 |
August 2006 | Fair | Fair | Satisfactory | Good | 136 | 35.1 |
July 2004 | Fair | Fair | Fair | Satisfactory | 136 | 30.2 |
July 2002 | Fair | Fair | Fair | Satisfactory | 458 | 24.7 |
January 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 458 | 30.8 |
September 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 458 | 30.8 |
September 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 72 | 49.8 |
October 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 72 | 48.8 |
June 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 72 | 48.8 |