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ON TSR 819 over LAUREL CREEK

Map

Coordinates:
+40.71311, -77.59260
40°42'47" N, 77°35'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ON TSR 819 over LAUREL CREEK
Structure number:000000000026506
Old structure number:441012002000000 (from 1992 edition)
Location:MILROY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,493 [as of 2016]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 10149389.3
April 2014Good7 out of 10146489.4
April 2012Good7 out of 10345980.8
April 2010Good7 out of 10350080.8
April 2008Good7 out of 10350080.8
May 2006Good7 out of 10243387.4
May 2004Good7 out of 10237686.3
July 2002Good7 out of 10234186.3
July 2000Good7 out of 1025096.0
September 1998Good7 out of 10211986.3
September 1996Good7 out of 10231388.3
September 1994Fair6 out of 10223290.3
August 1992Fair6 out of 10220187.3
July 1990Fair6 out of 10214090.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.84404220
Bridge Rail
Other Material Bridge Raillinear ft.10459900