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STH 88 over LITTLE WAUMANDEE CREEK

Map

Coordinates:
+44.27849, -91.75482
44°16'43" N, 91°45'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 88 over LITTLE WAUMANDEE CREEK
Structure number:B06016500000000
Location:0.7M N JCT CTH E TO E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:62.0 ft. [18.9 m]
Total length:150.6 ft. [45.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Owner:State Highway Agency [01]
Year built:2008
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:710 [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]
Operating rating:82.6 tons [75.1 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:94.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201694.3GoodVery GoodVery GoodVery Good-710
May 201494.5GoodVery GoodVery GoodVery Good-500
May 201294.5GoodVery GoodVery GoodVery Good-500
May 201094.5GoodVery GoodVery GoodVery Good-500
November 200894.5GoodExcellentExcellentExcellent-500