TWP 171 over JUD DITCH # 1A


+44.41984, -94.21048
44°25'11" N, 94°12'38" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TWP 171 over JUD DITCH # 1A
Structure number:52512
Location:0.5 MI N OF JCT 370TH. ST
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.8 ft. [10.6 m]
Total length:93.2 ft. [28.4 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:Town or Township Highway Agency [03]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7 [as of 1971]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodVery GoodVery GoodVery Good7100.0
October 2016GoodVery GoodVery GoodVery Good7100.0
October 2014GoodVery GoodVery GoodVery Good798.0
October 2012GoodVery GoodVery GoodVery Good798.0
October 2010GoodVery GoodVery GoodVery Good798.0
November 2008GoodVery GoodVery GoodVery Good798.0
November 2006GoodVery GoodVery GoodVery Good7100.0
November 2004GoodVery GoodVery GoodVery Good7100.0
October 2003GoodVery GoodVery GoodVery Good7100.0
November 2002GoodVery GoodVery GoodVery Good7100.0
November 2001GoodVery GoodVery GoodVery Good7100.0
October 2000GoodVery GoodVery GoodVery Good799.0
November 1999GoodVery GoodVery GoodVery Good799.0
November 1998GoodVery GoodVery GoodVery Good799.0
December 1997GoodExcellentExcellentExcellent798.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.102102000
Steel Pileeach1010000
Steel Protective Coatingsq. ft.240240000
Reinforced Concrete Pier Caplinear ft.6666000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.187018700
Reinforced Concrete Slabsq. ft.2,8712,871000
Wearing Surfacessq. ft.2,5732,573000