T666, LENHART ROAD over STONYCREEK RIVER
Map
Coordinates:
+40.09990, -78.9479040°05'60" N, 78°56'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | T666, LENHART ROAD over STONYCREEK RIVER |
Structure number: | 000000000031888 |
Old structure number: | 557219066630480 (from 1992 edition) |
Location: | .3 MI.SE.OF STOYSTOWN |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 92.9 ft. [28.3 m] |
Total length: | 95.1 ft. [29.0 m] |
Roadway width between curbs: | 12.8 ft. [3.9 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Vertical clearance above deck: | 13.8 ft. [4.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1887 |
Year reconstructed: | 2002 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 75 [as of 2018] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 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: | Equal to present desirable criteria [8] |
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] |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,193,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Fair | Poor | Satisfactory | 75 | 0.0 |
October 2016 | Poor | Fair | Poor | Satisfactory | 75 | 0.0 |
October 2014 | Poor | Fair | Poor | Satisfactory | 75 | 0.0 |
October 2012 | Poor | Satisfactory | Poor | Satisfactory | 75 | 15.1 |
April 2011 | Poor | Fair | Poor | Satisfactory | 75 | 0.0 |
April 2009 | Poor | Fair | Poor | Satisfactory | 75 | 0.0 |
May 2007 | Poor | Fair | Poor | Satisfactory | 75 | 0.0 |
May 2005 | Poor | Satisfactory | Poor | Satisfactory | 75 | 15.1 |
June 2003 | Poor | Satisfactory | Poor | Satisfactory | 75 | 15.1 |
July 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 75 | 29.8 |
July 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 75 | 29.8 |
October 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 75 | 29.8 |
November 1995 | Poor | Serious | Satisfactory | Satisfactory | 75 | 28.8 |
December 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 75 | 29.8 |
January 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 75 | 29.8 |