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SR 3013,PECAN HILL over T-380,SANDY CREEK

Map

Coordinates:
+41.33500, -79.88680
41°20'06" N, 79°53'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3013,PECAN HILL over T-380,SANDY CREEK
Structure number:000000000044276
Old structure number:603013018000000 (from 1992 edition)
Location:VICTORY TOWNSHIP
Purpose:Carries highway over highway and waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:174.9 ft. [53.3 m]
Total length:441.0 ft. [134.4 m]
Roadway width between curbs:32.5 ft. [9.9 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:396 [as of 2018]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodVery GoodExcellentGood39697.4
September 2016GoodVery GoodExcellentGood46699.4
September 2014GoodVery GoodExcellentGood47499.4
September 2012GoodVery GoodExcellentGood47099.4
September 2010GoodVery GoodExcellentExcellent47399.4
May 2009GoodVery GoodExcellentExcellent55199.2
December 2007GoodExcellentExcellentExcellent54999.2
September 2004PoorFairSeriousPoor58516.5
October 2003PoorSatisfactorySeriousPoor57618.3
October 2002PoorSatisfactorySeriousPoor56618.5
October 2001PoorSatisfactorySeriousPoor56018.5
October 2000PoorSatisfactorySeriousPoor56018.5
August 1999PoorSatisfactorySeriousPoor51719.0
October 1998PoorSatisfactorySeriousPoor50637.4
October 1997PoorSatisfactorySeriousPoor49637.4
October 1996PoorSatisfactorySeriousPoor48637.5
August 1995PoorSatisfactorySeriousPoor48636.9
October 1994PoorSatisfactorySeriousPoor44337.1
October 1993PoorSatisfactorySeriousPoor43838.2
August 1992PoorGoodFairPoor43855.0
August 1990PoorSatisfactoryPoorPoor42559.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,7641,764000
Steel Protective Coatingsq. ft.32,25932,259000
Deck
Reinforced Concrete Decksq. ft.15,73015,730000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.9595000
Reinforced Concrete Pier Caplinear ft.6868000
Joints
Strip Seal Jointlinear ft.7272000
Bearings
Pot Bearingeach1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.882882000