Share:

WHITMAN ST over ROCK RIVER

Map

Coordinates:
+42.27837, -89.08630
42°16'42" N, 89°05'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WHITMAN ST over ROCK RIVER
Structure number:101613600000000
Old structure number:000101613600175 (from 1992 edition)
Location:0.03 MI W OF N MAIN
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:141.1 ft. [43.0 m]
Total length:742.2 ft. [226.2 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1960
Year reconstructed:2000
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:7
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,900 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:69.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,257,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairGoodFairGood1890069.4
October 2015FairGoodFairGood2040069.2
July 2013FairGoodFairGood2040069.2
September 2011FairGoodFairGood2120070.5
October 2009FairGoodFairGood2120070.5
November 2007FairGoodFairGood2870070.0
September 2005FairVery GoodFairGood2510070.3
August 2003FairVery GoodFairGood2660070.1
June 2001FairVery GoodSatisfactoryVery Good2020081.8
May 1997PoorPoorSatisfactoryGood2530078.4
September 1995FairFairSatisfactoryGood2510080.6
September 1993PoorPoorSatisfactoryGood3010078.1
July 1991FairSatisfactorySatisfactoryGood3010099.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.9,2145,6153,574250
Deck
Reinforced Concrete Decksq. ft.55,73855,737100
Substructure
Reinforced Concrete Columneach4343000
Reinforced Concrete Pier Walllinear ft.474471300
Reinforced Concrete Abutmentlinear ft.142137500
Reinforced Concrete Pier Caplinear ft.6165723590
Joints
Strip Seal Jointlinear ft.150015000
Compression Jointlinear ft.162016200
Bearings
Elastomeric Bearingeach79522700
Fixed Bearingeach3482600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.740740000
Reinforced Concrete Bridge Raillinear ft.1,59901,59180