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T666, LENHART ROAD over STONYCREEK RIVER

Map

Coordinates:
+40.09990, -78.94790
40°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorFairPoorSatisfactory750.0
October 2016PoorFairPoorSatisfactory750.0
October 2014PoorFairPoorSatisfactory750.0
October 2012PoorSatisfactoryPoorSatisfactory7515.1
April 2011PoorFairPoorSatisfactory750.0
April 2009PoorFairPoorSatisfactory750.0
May 2007PoorFairPoorSatisfactory750.0
May 2005PoorSatisfactoryPoorSatisfactory7515.1
June 2003PoorSatisfactoryPoorSatisfactory7515.1
July 2001FairSatisfactorySatisfactorySatisfactory7529.8
July 1999FairSatisfactorySatisfactorySatisfactory7529.8
October 1997FairSatisfactorySatisfactorySatisfactory7529.8
November 1995PoorSeriousSatisfactorySatisfactory7528.8
December 1993FairSatisfactorySatisfactorySatisfactory7529.8
January 1992FairSatisfactorySatisfactorySatisfactory7529.8