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CSAH 19 over ROBARTS CREEK (CD #78)

Map

Coordinates:
+44.36243, -94.02961
44°21'45" N, 94°01'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 19 over ROBARTS CREEK (CD #78)
Structure number:52507
Location:1.0 MI N OF JCT CR 15
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:78.1 ft. [23.8 m]
Total length:79.7 ft. [24.3 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Skew angle:27°
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:105 [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:Better than present minimum criteria [7]
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:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodVery GoodVery GoodVery Good105100.0
October 2016GoodVery GoodVery GoodVery Good139100.0
October 2014GoodVery GoodVery GoodVery Good13998.0
October 2012GoodVery GoodVery GoodVery Good13998.0
October 2010GoodVery GoodVery GoodVery Good13998.0
November 2008GoodVery GoodVery GoodVery Good13998.0
November 2006GoodVery GoodVery GoodVery Good155100.0
December 2005GoodVery GoodVery GoodVery Good155100.0
November 2004GoodVery GoodVery GoodVery Good155100.0
October 2003GoodVery GoodVery GoodVery Good110100.0
November 2002GoodVery GoodVery GoodVery Good110100.0
November 2001GoodVery GoodVery GoodVery Good110100.0
October 2000GoodVery GoodVery GoodVery Good11099.0
December 1999GoodExcellentExcellentExcellent11099.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.318318000
Deck
Reinforced Concrete Decksq. ft.3,0903,090000
Wearing Surfacessq. ft.2,8202,820000
Substructure
Reinforced Concrete Abutmentlinear ft.135135000
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.161016100