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SR 1008 over CHEST CREEK

Map

Coordinates:
+40.59857, -78.65267
40°35'55" N, 78°39'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1008 over CHEST CREEK
Structure number:000000000008556
Old structure number:111008003021160 (from 1992 edition)
Location:ECKENRODE MILL
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:112.9 ft. [34.4 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
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]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,035 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:74.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,457,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairVery GoodSatisfactorySatisfactory103574.8
April 2015FairVery GoodSatisfactorySatisfactory78377.1
September 2013FairVery GoodSatisfactorySatisfactory79377.1
October 2011FairExcellentSatisfactorySatisfactory96076.9
March 2010PoorFairPoorFair96543.9
June 2009PoorFairPoorFair96543.9
September 2007FairFairFairSatisfactory96160.5
October 2005FairFairFairSatisfactory89560.4
November 2003FairFairFairSatisfactory87460.4
March 2002FairFairFairSatisfactory95561.3
May 2000FairFairFairSatisfactory95561.3
June 1998PoorPoorFairFair93658.3
April 1997PoorPoorFairFair90058.3
September 1996PoorPoorFairFair88258.4
September 1994PoorPoorFairFair85358.4
November 1992PoorPoorFairFair84558.4
March 1991PoorPoorFairFair82458.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.566566000
Steel Protective Coatingsq. ft.9,9999,999000
Deck
Reinforced Concrete Decksq. ft.3,0423,042000
Superstructure
Steel Trusslinear ft.2262141200
Steel Protective Coatingsq. ft.9,9999,999000
Steel Floor Beamlinear ft.216216000
Steel Protective Coatingsq. ft.9,9999,999000
Substructure
Reinforced Concrete Abutmentlinear ft.60402000
Joints
Strip Seal Jointlinear ft.5252000
Bearings
Elastomeric Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.236236000