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STH 38-CHASE AVE over KINNICKINNIC RIVER

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

Facts 

Name:STH 38-CHASE AVE over KINNICKINNIC RIVER
Structure number:B40001700000000
Location:4.7M N JCT CTH ZZ
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:77.4 ft. [23.6 m]
Total length:81.4 ft. [24.8 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Skew angle:41°
Owner:City or Municipal Highway Agency [04]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:15,450 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:104.2 tons [94.7 metric tons]
Inventory rating:74.8 tons [68.0 metric tons]
Sufficiency rating:91.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201491.7Not deficientGoodVery GoodGood15450
June 201288.7Not deficientGoodVery GoodGood15450
May 201088.6Not deficientGoodVery GoodGood15900
June 200888.6Not deficientGoodVery GoodGood15900
April 200688.6Not deficientGoodVery GoodGood15900
April 200488.6Not deficientGoodVery GoodGood15900
200079.3Not applicable---15900
December 199232.7Structurally deficientSatisfactoryCriticalSatisfactory4830
October 199032.7Structurally deficientSatisfactoryCriticalSatisfactory4830