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LRD 35TH STREET VI over LRD W PIERCE ST

Map

Coordinates:
+43.02252, -87.95766
43°01'21" N, 87°57'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD 35TH STREET VI over LRD W PIERCE ST
Structure number:P40084700000000
Location:0.1M N JCT STH 59
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:142.4 ft. [43.4 m]
Total length:3415.8 ft. [1041.1 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1933
Year reconstructed:1976
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:41
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,443 [as of 2015]
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:83.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairGoodFair1444383.3
July 2015FairFairGoodFair1444383.3
July 2013FairFairGoodSatisfactory1430094.4
July 2011FairFairGoodSatisfactory1930091.2
July 2009FairFairGoodSatisfactory1930080.5
July 2007FairFairGoodSatisfactory1930080.5
August 2005FairFairGoodSatisfactory1930082.7
October 2004FairFairGoodSatisfactory1930082.7
August 2002FairFairGoodGood2580076.9
November 2000FairFairSatisfactoryFair2580065.1
July 1997PoorPoorSatisfactoryPoor1960047.1
December 1996PoorSatisfactorySatisfactoryPoor1960048.1
September 1994PoorSatisfactorySatisfactoryPoor1960052.8
July 1992PoorFairSatisfactoryPoor1960051.8
September 1990PoorFairSatisfactoryPoor1960051.8