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CSAH 1 over STONY BROOK

Map

Coordinates:
+46.57270, -94.44768
46°34'22" N, 94°26'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 1 over STONY BROOK
Structure number:11530
Location:0.4 MI E OF JCT CSAH 24
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:54.8 ft. [16.7 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2015
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:920 [as of 2015]
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:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:99.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodVery GoodVery GoodVery Good92099.5
September 2016GoodVery GoodVery GoodVery Good87699.6
September 2015GoodExcellentExcellentExcellent87699.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.224224000
Deck
Reinforced Concrete Decksq. ft.2,0142,014000
Wearing Surfacessq. ft.1,8241,824000
Substructure
Reinforced Concrete Abutmentlinear ft.114114000
Joints
Pourable Jointlinear ft.184184000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.116116000