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Sheridan Pkwy SB over Local Drainage

Map

Coordinates:
+39.97075, -105.04196
39°58'15" N, 105°02'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Sheridan Pkwy SB over Local Drainage
Structure number:BFD-SRDN-FGSBND
Location:0.7 Mi W of Lowell
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:102.4 ft. [31.2 m]
Total length:107.6 ft. [32.8 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,300 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Equal to present desirable criteria [8]
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:96.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodGoodVery Good230096.5
January 2015GoodGoodVery GoodVery Good230096.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.538535300
Deck
Reinforced Concrete Decksq. ft.4,8914,32157000
Wearing Surfacessq. ft.3,6553,655000
Substructure
Reinforced Concrete Abutmentlinear ft.9190100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2151902500
Steel Protective Coatingsq. ft.2151900025