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LRD DELL ROAD over WEISTER CREEK

Map 

Coordinates:
+43.65602, -90.69425
43°39'22" N, 90°41'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD DELL ROAD over WEISTER CREEK
Structure number:P62016000000000
Location:0.1M N JCT CTH P
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:64.0 ft. [19.5 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:Town or Township Highway Agency [03]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Prestressed concrete [5]
Main span design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:94 [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:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:41.4 tons [37.6 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:90.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201690.1GoodGoodGoodGood-94
May 201488.1GoodGoodGoodGood-80
May 201289.5GoodGoodGoodGood-80
May 201089.5GoodGoodGoodGood-80
October 200989.5GoodGoodVery GoodGood-80
May 200889.5GoodGoodVery GoodGood-80
May 200689.5GoodVery GoodVery GoodVery Good-80
May 200489.5GoodVery GoodVery GoodVery Good-80
May 200289.5GoodVery GoodVery GoodVery Good-80
May 200089.5GoodVery GoodVery GoodVery Good-80
June 199889.5GoodVery GoodVery GoodVery Good-80
August 199689.5GoodVery GoodVery GoodVery Good-80
April 199489.5GoodVery GoodVery GoodVery Good-80
November 199289.5GoodVery GoodVery GoodVery Good-80
November 199089.5GoodVery GoodVery GoodVery Good-80