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SR 4004 over DRIFTWOOD BRANCH

Map

Coordinates:
+41.53590, -78.29611
41°32'09" N, 78°17'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 4004 over DRIFTWOOD BRANCH
Structure number:000000000008946
Old structure number:124004017018120 (from 1992 edition)
Location:2 MI E LEWIS RUN
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:105.0 ft. [32.0 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:427 [as of 2018]
Truck traffic:3% of total traffic
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:82.6
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$469,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairSatisfactorySatisfactory42782.6
May 2016FairFairSatisfactorySatisfactory40482.8
May 2014FairFairSatisfactorySatisfactory44081.6
May 2012FairFairSatisfactorySatisfactory54480.6
May 2010FairFairSatisfactorySatisfactory54780.6
May 2008FairFairSatisfactorySatisfactory54780.6
May 2006FairFairSatisfactorySatisfactory105366.8
October 2004FairFairSatisfactorySatisfactory102566.8
July 2002FairFairSatisfactorySatisfactory101566.9
July 2000FairFairSatisfactorySatisfactory86767.6
July 1998FairFairSatisfactorySatisfactory84867.8
July 1996FairFairSatisfactorySatisfactory79868.4
January 1996FairFairSatisfactoryGood79870.2
July 1994FairFairSatisfactoryGood97868.6
July 1992FairFairGoodGood96682.4
May 1991FairFairGoodGood93087.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.529529000
Deck
Reinforced Concrete Decksq. ft.3,7663,766000
Wearing Surfacessq. ft.3,1483,148000
Substructure
Reinforced Concrete Abutmentlinear ft.111111000
Joints
Compression Jointlinear ft.9595000
Bearings
Elastomeric Bearingeach1010000
Bridge Rail
Other Material Bridge Raillinear ft.225222300