GREENLANE DRIVE over YELLOW BREECHES CREEK
Map
Coordinates:
+40.22440, -76.8980040°13'28" N, 76°53'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GREENLANE DRIVE over YELLOW BREECHES CREEK |
Structure number: | 000000000014041 |
Old structure number: | 217102064838020 (from 1992 edition) |
Location: | N.GRN LANE FARM/YEL.BRCH. |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 130.9 ft. [39.9 m] |
Total length: | 132.9 ft. [40.5 m] |
Roadway width between curbs: | 12.8 ft. [3.9 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Vertical clearance above deck: | 14.4 ft. [4.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1889 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Main span material: | Aluminum, Wrought Iron or Cast Iron [9] |
Main span design: | Truss - Thru [10] |
Deck type: | Open Grating [3] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 2,808 [as of 2017] |
Truck traffic: | 1% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 17.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $899,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Very Good | Fair | Fair | 2808 | 17.3 |
August 2015 | Fair | Satisfactory | Fair | Fair | 2808 | 13.5 |
August 2013 | Fair | Satisfactory | Fair | Fair | 2808 | 12.9 |
August 2012 | Fair | Satisfactory | Fair | Fair | 2808 | 11.6 |
August 2011 | Fair | Satisfactory | Fair | Fair | 2808 | 13.5 |
August 2009 | Fair | Satisfactory | Fair | Fair | 3150 | 12.7 |
August 2008 | Fair | Satisfactory | Fair | Fair | 3150 | 16.8 |
August 2007 | Fair | Satisfactory | Fair | Fair | 3150 | 16.8 |
October 2005 | Fair | Good | Fair | Fair | 3150 | 16.8 |
October 2003 | Fair | Good | Fair | Fair | 3150 | 16.3 |
October 2002 | Poor | Good | Fair | Poor | 3150 | 5.5 |
November 2001 | Poor | Good | Fair | Poor | 3150 | 5.5 |
November 2000 | Fair | Good | Fair | Fair | 3000 | 16.6 |
November 1999 | Fair | Good | Fair | Fair | 3000 | 16.6 |
October 1998 | Fair | Good | Fair | Fair | 3000 | 36.7 |
October 1997 | Poor | Good | Fair | Poor | 3000 | 18.9 |
October 1996 | Poor | Good | Fair | Poor | 3000 | 18.9 |
October 1995 | Fair | Good | Fair | Fair | 3000 | 36.6 |
October 1994 | Fair | Good | Satisfactory | Fair | 3000 | 36.6 |
October 1993 | Fair | Very Good | Satisfactory | Fair | 3000 | 34.5 |
October 1991 | Fair | Very Good | Fair | Fair | 3000 | 35.5 |
November 1990 | Fair | Very Good | Good | Fair | 3000 | 35.5 |