Share:

LRD W LINCOLN AVE over KINNICKINNIC RIVER

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

Facts 

Name:LRD W LINCOLN AVE over KINNICKINNIC RIVER
Structure number:B40064800000000
Location:0.3M E JCT STH 38
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:109.9 ft. [33.5 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1996
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:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:5,124 [as of 2011]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:77.2 tons [70.2 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:98.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201498.8Not deficientSatisfactoryVery GoodSatisfactory5124
May 201296.8Not deficientSatisfactoryVery GoodSatisfactory5124
May 201095.7Not deficientSatisfactoryVery GoodSatisfactory9200
June 200895.7Not deficientSatisfactoryVery GoodSatisfactory9200
April 200695.7Not deficientSatisfactoryVery GoodSatisfactory9200
April 200495.7Not deficientSatisfactoryVery GoodSatisfactory9200
April 200295.9Not deficientSatisfactoryVery GoodGood7800
April 200095.9Not deficientGoodVery GoodVery Good7800
April 199895.5Not deficientVery GoodVery GoodVery Good10700
January 199695.5Not deficientVery GoodVery GoodVery Good10700