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LRD LOCUST DRIVE over USH 18-USH 151

Map

Coordinates:
+42.97351, -89.53356
42°58'25" N, 89°32'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD LOCUST DRIVE over USH 18-USH 151
Structure number:B13040900000000
Location:1.6M N JCT STH 69
Purpose:Carries highway over highway
Route classification:Local (Rural) [09]
Length of largest span:120.4 ft. [36.7 m]
Total length:244.4 ft. [74.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1994
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,422 [as of 2015]
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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:88.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,261,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodGoodGoodGood242288.2
May 2015GoodGoodGoodGood242289.3
May 2013GoodVery GoodVery GoodGood35095.0
May 2011GoodVery GoodVery GoodGood35094.9
May 2009GoodVery GoodVery GoodGood35094.9
May 2007GoodVery GoodVery GoodGood35094.9
May 2005GoodVery GoodVery GoodVery Good35094.9
May 2003GoodVery GoodVery GoodVery Good35094.9
May 2001GoodVery GoodVery GoodVery Good-95.0
October 1999GoodVery GoodVery GoodVery Good-95.0
April 1998GoodVery GoodVery GoodVery Good-95.0
April 1997GoodVery GoodVery GoodVery Good-95.0
June 1996GoodVery GoodVery GoodVery Good-95.0
November 1995GoodExcellentExcellentExcellent-100.0
December 1994GoodExcellentExcellentExcellent-100.0