Share:

N. PARK ROAD over YELLOW CREEK

Map

Coordinates:
+42.27865, -89.65256
42°16'43" N, 89°39'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N. PARK ROAD over YELLOW CREEK
Structure number:089700000000000
Old structure number:000089700016832 (from 1992 edition)
Location:N. ENT TO KRAPE PARK
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:62.0 ft. [18.9 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:Local Park, Forest, or Reservation Agency [12]
Year built:1919
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:450 [as of 2009]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:70.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$411,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactorySatisfactorySatisfactory45070.4
April 2016FairSatisfactorySatisfactorySatisfactory45071.4
December 2013FairSatisfactorySatisfactorySatisfactory45071.4
December 2011FairSatisfactorySatisfactorySatisfactory45071.5
June 2009FairSatisfactorySatisfactorySatisfactory45071.5
December 2006FairGoodGoodSatisfactory65073.5
December 2004FairGoodSatisfactorySatisfactory65073.5
March 2003FairGoodSatisfactorySatisfactory45073.5
December 2001FairGoodSatisfactorySatisfactory45073.5
December 1999GoodVery GoodGoodGood45073.5
February 1997GoodVery GoodGoodGood35075.5
October 1995FairGoodSatisfactorySatisfactory35075.5
May 1994GoodGoodExcellentVery Good35075.5
December 1992GoodVery GoodGoodGood50073.4
December 1990GoodVery GoodGoodGood50073.4