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STH 57-GREEN BAY A over LINCOLN CREEK

Map 

Coordinates:
+43.11373, -87.93344
43°06'49" N, 87°56'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 57-GREEN BAY A over LINCOLN CREEK
Structure number:B40065100000000
Location:1.7M N JCT STH 190 TO E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:52.2 ft. [15.9 m]
Total length:110.6 ft. [33.7 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:107.9 ft. [32.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1941
Year reconstructed:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:20,660 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:57.5 tons [52.3 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:87.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201487.2Not deficientGoodGoodFair20660
June 201284.9Not deficientGoodGoodFair20660
May 201039.0Structurally deficientVery GoodGoodPoor16930
May 200866.8Functionally obsoleteVery GoodGoodSatisfactory16930
April 200666.8Functionally obsoleteVery GoodGoodSatisfactory16930
April 200466.8Functionally obsoleteVery GoodGoodSatisfactory16930
June 200232.0Structurally deficientCriticalPoorFair16930
July 200049.6Structurally deficientCriticalFairFair13300
June 199854.2Structurally deficientCriticalSatisfactorySatisfactory16625
September 199659.1Structurally deficientCriticalSatisfactorySatisfactory16625
January 199456.4Structurally deficientPoorSatisfactorySatisfactory16625
April 199259.3Structurally deficientPoorSatisfactorySatisfactory12830
December 199059.3Structurally deficientPoorSatisfactorySatisfactory12830