Share:

LRD MILWAUKEE ST over STARKWEATHER CREEK

Map

Coordinates:
+43.09981, -89.33839
43°05'59" N, 89°20'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD MILWAUKEE ST over STARKWEATHER CREEK
Structure number:B13057700000000
Location:0.4M S JCT USH 151
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:39.0 ft. [11.9 m]
Total length:41.7 ft. [12.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,708 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodGoodGood1070897.5
October 2014GoodGoodGoodGood1055097.5
November 2012GoodExcellentExcellentExcellent1055095.5
December 2010GoodExcellentExcellentExcellent1135097.4
December 2008GoodExcellentExcellentExcellent1132597.4