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LRD THOMPSON RD (D over S BEAR CREEK

Map

Coordinates:
+43.56360, -90.60307
43°33'49" N, 90°36'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LRD THOMPSON RD (D over S BEAR CREEK
Structure number:B62008800000000
Location:0.1M S JCT CTH D
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:33.1 ft. [10.1 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:20°
Owner:Town or Township Highway Agency [03]
Year built:1987
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 continuous [2]
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:70.1 tons [63.7 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:94.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201694.8FairSatisfactorySatisfactoryGood-20
May 201498.0FairSatisfactoryGoodGood-20
May 201298.0GoodGoodGoodGood-20
May 201098.0GoodGoodGoodGood-20
October 200998.0GoodVery GoodExcellentVery Good-20
May 200898.0GoodGoodGoodGood-20
May 200698.0GoodVery GoodVery GoodVery Good-20
May 200498.0GoodVery GoodVery GoodVery Good-20
April 200298.0GoodVery GoodVery GoodVery Good-20
May 200098.0GoodVery GoodVery GoodVery Good-20
June 199898.0GoodVery GoodVery GoodVery Good-20
July 199698.0GoodVery GoodVery GoodExcellent-20
May 199498.0GoodVery GoodExcellentExcellent-20
November 199298.0GoodVery Good-Very Good-20