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STH 42 SB-STH 57 S over LRD GREEN BAY RD

Map

Coordinates:
+44.82113, -87.39239
44°49'16" N, 87°23'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 42 SB-STH 57 S over LRD GREEN BAY RD
Structure number:B15000500000000
Location:2.8M S JCT CTH TT
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:46.9 ft. [14.3 m]
Total length:109.6 ft. [33.4 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1977
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,700 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:94.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$705,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairGoodGoodSatisfactory570094.1
March 2014FairGoodGoodSatisfactory1060092.8
March 2012FairGoodGoodSatisfactory1060090.1
March 2010FairGoodGoodSatisfactory1056094.1
March 2008FairGoodGoodSatisfactory1056094.1
March 2006FairGoodGoodSatisfactory1056094.1
March 2004FairGoodGoodSatisfactory1056094.1
September 2001FairSatisfactorySatisfactorySatisfactory885596.0
September 2000FairSatisfactorySatisfactorySatisfactory885596.0
December 1998FairSatisfactorySatisfactorySatisfactory885594.0
December 1997FairSatisfactorySatisfactorySatisfactory885594.0
November 1996FairSatisfactorySatisfactorySatisfactory885594.0
March 1996FairSatisfactorySatisfactorySatisfactory885594.0
September 1994FairSatisfactorySatisfactorySatisfactory885594.0
October 1993FairSatisfactorySatisfactorySatisfactory164094.0
March 1993FairSatisfactorySatisfactoryFair164083.0
February 1992FairSatisfactorySatisfactoryVery Good164094.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.8777730
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.21814058200
Deck
Reinforced Concrete Slabsq. ft.4,5224,346160160
Wearing Surfacessq. ft.4,5224,02250000