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CTH EE W HAMPTON over MENOMONEE RIVER

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH EE W HAMPTON over MENOMONEE RIVER
Structure number:B40069700000000
Location:0.2M E JCT USH 45 TO S
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:97.1 ft. [29.6 m]
Total length:197.8 ft. [60.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Owner:County Highway Agency [02]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans 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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,406 [as of 2015]
Truck traffic:6% 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:Meets minimum tolerable limits to be left in place as is [4]
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]
Operating rating:79.0 tons [71.8 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:94.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,551,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201694.9GoodGoodGoodGood-21406
August 201495.1GoodGoodVery GoodGood-20100
August 201293.1GoodGoodVery GoodGood-20100
September 201077.4GoodGoodVery GoodGood-20100
July 200877.4GoodGoodVery GoodGood-20100
August 200677.4GoodVery GoodVery GoodVery Good-20100
December 200577.4GoodExcellentExcellentExcellent-20100