T666, LENHART ROAD over STONYCREEK RIVER

Map

Coordinates:
+40.09990, -78.94790
40°05'60" N, 78°56'52" W

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]`

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

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