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SR 1003 over TRIBUTARY PENNS CREEK

Map

Coordinates:
+40.86277, -77.04341
40°51'46" N, 77°02'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1003 over TRIBUTARY PENNS CREEK
Structure number:000000000041828
Old structure number:541003004000000 (from 1992 edition)
Location:1 MI S OF CENTERVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:42.0 ft. [12.8 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:117 [as of 2018]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
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 desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:98.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodVery GoodVery GoodGood11798.9
February 2016GoodVery GoodVery GoodGood12098.9
February 2014GoodVery GoodVery GoodGood59100.0
February 2012GoodVery GoodVery GoodGood61100.0
February 2010GoodVery GoodVery GoodGood61100.0
February 2008GoodVery GoodVery GoodGood76100.0
February 2006GoodVery GoodVery GoodVery Good74100.0
February 2004GoodVery GoodVery GoodVery Good58100.0
February 2003GoodVery GoodVery GoodVery Good57100.0
February 2002Poor-SeriousSerious5741.0
February 2001PoorSeriousSeriousSerious5735.0
February 2000Poor-SeriousSerious5940.0
February 1999Poor-SeriousSerious22836.9
February 1998Poor-SeriousSerious22436.9
February 1997Poor-SeriousSerious22044.4
February 1996Poor-SeriousSerious21644.4
February 1995Poor-SeriousPoor21344.4
February 1994Poor-SeriousPoor21044.4
February 1992Poor-PoorPoor20350.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.295295000
Substructure
Reinforced Concrete Abutmentlinear ft.7979000
Bearings
Elastomeric Bearingeach2828000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8787000