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U TWP 332 over PEPPERMINT CREEK

Map

Coordinates:
+48.69276, -94.71331
48°41'34" N, 94°42'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U TWP 332 over PEPPERMINT CREEK
Structure number:39515
Location:0.6 MI N OF JCT CSAH 3
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:County Highway Agency [02]
Year built:1992
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:55 [as of 1992]
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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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 2017GoodVery GoodVery GoodVery Good55100.0
November 2015GoodExcellentExcellentExcellent55100.0
October 2013GoodExcellentExcellentExcellent55100.0
October 2011GoodExcellentExcellentExcellent55100.0
October 2009GoodExcellentExcellentExcellent5598.0
October 2007GoodExcellentExcellentExcellent55100.0
December 2005GoodExcellentExcellentExcellent55100.0
February 2004GoodExcellentExcellentExcellent55100.0
December 2001GoodExcellentExcellentExcellent55100.0
November 1999GoodExcellentExcellentExcellent5599.0
October 1997GoodExcellentExcellentExcellent5598.0
December 1995GoodExcellentExcellentExcellent5598.0
December 1994GoodExcellentExcellentExcellent5598.0
November 1993GoodExcellentExcellentExcellent5598.0
December 1992GoodExcellentExcellentExcellent5598.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.9090000
Steel Pileeach1010000
Steel Protective Coatingsq. ft.157157000
Reinforced Concrete Pier Caplinear ft.6262000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.161161000
Deck
Reinforced Concrete Slabsq. ft.2,5352,5241100
Wearing Surfacessq. ft.2,2712,271000