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LRD COLLINS RD (DE over BLUE MOUNDS CREEK

Map

Coordinates:
+42.97117, -89.81644
42°58'16" N, 89°48'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD COLLINS RD (DE over BLUE MOUNDS CREEK
Structure number:B13044700000000
Location:0.1M E JCT CTH Z
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.4 ft. [11.7 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:15°
Owner:Town or Township Highway Agency [03]
Year built:1996
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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodGoodVery Good1594.9
September 2014GoodGoodGoodVery Good1599.0
September 2012GoodGoodGoodVery Good1598.0
September 2010GoodVery GoodVery GoodVery Good1598.0
September 2008GoodVery GoodVery GoodVery Good1598.0
September 2006GoodVery GoodVery GoodVery Good1598.0
September 2004GoodVery GoodVery GoodVery Good1598.0
September 2002GoodVery GoodVery GoodVery Good15100.0
September 2000GoodVery GoodVery GoodVery Good15100.0
October 1998GoodVery GoodVery GoodVery Good15100.0
September 1996GoodExcellentExcellentExcellent15100.0