Share:

RTE 219 over LEONARD BROOK

Map

Coordinates:
+42.03556, -78.63242
42°02'08" N, 78°37'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 219 over LEONARD BROOK
Structure number:000000001063740
Location:2.6 MI N PENNA. ST. LINE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:8,881 [as of 2015]
Truck traffic:20% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:10.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$376,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Poor3 out of 10888110.1
September 2016Poor3 out of 10899825.0
August 2015Poor3 out of 10879710.1
July 2014Poor3 out of 10894210.0
July 2013Poor3 out of 10810010.0
June 2012Fair6 out of 10810055.7
May 2010Fair6 out of 10849653.9
June 2008Fair6 out of 10836872.3
July 2006Fair6 out of 10898373.6
August 2004Fair6 out of 10962270.7
June 2002Fair6 out of 10789073.8
June 2000Fair6 out of 10789072.9
September 1998Fair6 out of 10764570.9
September 1996Fair5 out of 10292767.8
October 1994Fair5 out of 10292763.6
October 1992Fair5 out of 10636760.7
October 1990Fair5 out of 10636774.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Steel Culvertlinear ft.286002860
Steel Protective Coatingsq. ft.7,15004,0003,1500