HARTLEY ROAD over BIRD CREEK
Map
Coordinates:
+41.73859, -84.4693941°44'19" N, 84°28'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HARTLEY ROAD over BIRD CREEK |
Structure number: | 000000000003366 |
Old structure number: | 30328A00004B010 (from 1992 edition) |
Location: | 0.3 MILE E OF PITTSFORD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 59.7 ft. [18.2 m] |
Total length: | 59.7 ft. [18.2 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 45° |
Owner: | County Highway Agency [02] |
Year built: | 1966 |
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: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 204 [as of 2014] |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Satisfactory | Good | 204 | 97.0 |
November 2016 | Fair | Satisfactory | Satisfactory | Good | 204 | 97.0 |
November 2014 | Fair | Satisfactory | Satisfactory | Good | 204 | 97.0 |
November 2012 | Fair | Satisfactory | Satisfactory | Good | 245 | 96.9 |
November 2010 | Fair | Good | Satisfactory | Very Good | 245 | 96.9 |
November 2008 | Good | Good | Good | Very Good | 245 | 96.9 |
November 2006 | Good | Good | Good | Very Good | 245 | 96.9 |
January 2005 | Good | Good | Good | Very Good | 219 | 99.9 |
October 2002 | Fair | Satisfactory | Very Good | Very Good | 219 | 99.9 |
October 2000 | Fair | Satisfactory | Very Good | Very Good | 209 | 96.9 |
November 1998 | Fair | Satisfactory | Very Good | Very Good | 209 | 96.9 |
October 1996 | Fair | Satisfactory | Very Good | Very Good | 200 | 96.9 |
November 1994 | Good | Good | Very Good | Very Good | 200 | 96.9 |
November 1992 | Good | Good | Very Good | Very Good | 190 | 96.9 |
November 1990 | Good | Good | Very Good | Very Good | 190 | 96.9 |