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LRD AIRPORT ROAD W over PHEASANT BRANCH CR.

Map

Coordinates:
+43.11136, -89.53597
43°06'41" N, 89°32'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD AIRPORT ROAD W over PHEASANT BRANCH CR.
Structure number:B13056400000000
Location:1.3M W. JCT USH 12
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:82.7 ft. [25.2 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:22°
Owner:City or Municipal Highway Agency [04]
Year built:2003
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:2
Main spans material:Concrete [1]
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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,120 [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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Sufficiency rating:89.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$553,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodGoodVery Good212089.9
October 2014GoodGoodGoodVery Good200089.9
October 2012GoodGoodGoodVery Good200088.9
September 2010GoodVery GoodVery GoodVery Good200088.9
September 2008GoodVery GoodVery GoodVery Good200088.9
September 2006GoodVery GoodVery GoodVery Good200088.9
November 2004GoodVery GoodVery GoodExcellent200088.9