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US 11; Molly Pitch over I-81; SR 0081

Map

Coordinates:
+39.75598, -77.72695
39°45'22" N, 77°43'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 11; Molly Pitch over I-81; SR 0081
Structure number:000000000017279
Old structure number:280011006008790 (from 1992 edition)
Location:1.5 MI.S. OF GREENCASTLE
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:131.9 ft. [40.2 m]
Total length:274.0 ft. [83.5 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
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: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,945 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:80.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,672,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairVery GoodSatisfactoryFair1294580.2
December 2015FairVery GoodSatisfactoryFair1294580.2
December 2014FairVery GoodSatisfactoryFair1118081.0
November 2013FairSatisfactoryFairFair1108281.0
December 2011FairSatisfactoryFairFair1326280.1
December 2009FairSatisfactoryFairFair1353586.0
December 2007FairFairSatisfactoryFair1327984.0
January 2006FairFairSatisfactoryFair1389166.0
March 2004FairFairSatisfactoryFair1340967.0
March 2002FairFairSatisfactoryFair1312067.0
February 2000FairSatisfactorySatisfactorySatisfactory1246576.0
January 1998FairSatisfactoryGoodSatisfactory1216178.0
February 1996FairSatisfactoryGoodSatisfactory956891.0
January 1994FairSatisfactoryGoodSatisfactory667391.0
February 1992FairSatisfactoryGoodSatisfactory651786.0
January 1990FairFairSatisfactoryFair639374.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3201,320000
Steel Protective Coatingsq. ft.21,50621,506000
Deck
Reinforced Concrete Decksq. ft.9,7689,6709800
Wearing Surfacessq. ft.8,4488,448000
Substructure
Reinforced Concrete Columneach55000
Reinforced Concrete Abutmentlinear ft.74324200
Joints
Assembly without Seal Jointlinear ft.6406400
Other Jointlinear ft.6406400
Bearings
Movable Bearingeach1010000
Steel Protective Coatingsq. ft.21,50621,506000
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5285032500