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LRD SAND CREEK RD over BR SAND CREEK

Map

Coordinates:
+43.30911, -90.78636
43°18'33" N, 90°47'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD SAND CREEK RD over BR SAND CREEK
Structure number:B12010500000000
Location:2.5M S JCT STH 171
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:36.1 ft. [11.0 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:25°
Owner:Town or Township Highway Agency [03]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:88 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodGoodGood8899.9
April 2014GoodGoodVery GoodGood8099.9
March 2012GoodGoodVery GoodGood8097.9
March 2010GoodGoodVery GoodGood8097.9
March 2008GoodGoodVery GoodGood8097.9
March 2006GoodGoodVery GoodGood8097.9
February 2004GoodGoodVery GoodGood8097.9
March 2002GoodGoodVery GoodGood8097.9
October 2000GoodGoodVery GoodGood8097.9
October 1998GoodGoodVery GoodVery Good8097.9
April 1996GoodVery GoodVery GoodVery Good8097.9
October 1994GoodExcellentExcellentExcellent8097.9