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SR 1010 over S BR LITTLE AUGHWICK CRK

Map

Coordinates:
+40.07762, -77.88994
40°04'39" N, 77°53'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1010 over S BR LITTLE AUGHWICK CRK
Structure number:000000000017889
Old structure number:291010003000000 (from 1992 edition)
Location:BURNT CABINS
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:53.2 ft. [16.2 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1941
Year reconstructed:2011
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: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:385 [as of 2017]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,358,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodVery GoodVery GoodVery Good38594.4
July 2016GoodVery GoodVery GoodVery Good40794.3
November 2014GoodVery GoodVery GoodVery Good40394.3
January 2013GoodVery GoodVery GoodVery Good41394.3
October 2011GoodExcellentExcellentVery Good41394.3
August 2009PoorPoorFairSatisfactory37177.3
October 2007PoorPoorSatisfactorySatisfactory36988.4
November 2005PoorPoorSatisfactoryGood42588.3
February 2004PoorPoorSatisfactoryGood41188.3
April 2002PoorPoorSatisfactoryGood40488.3
May 2000PoorPoorSatisfactoryGood113080.2
August 1998PoorPoorSatisfactoryGood110880.2
October 1996PoorPoorSatisfactoryGood104880.3
December 1994PoorPoorSatisfactoryGood101181.3
February 1993PoorPoorSatisfactoryVery Good99782.3
March 1991PoorPoorVery GoodVery Good95980.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.640640000
Steel Protective Coatingsq. ft.4,3364,336000
Deck
Reinforced Concrete Decksq. ft.3,1113,111000
Substructure
Masonry Pier Walllinear ft.4343000
Masonry Abutmentlinear ft.134134000
Bearings
Elastomeric Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.220220000