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LRD DOWNING RD (DE over HILLS CREEK

Map 

Coordinates:
+43.69377, -90.35730
43°41'38" N, 90°21'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD DOWNING RD (DE over HILLS CREEK
Structure number:B62013900000000
Location:0.1M S JCT CTH F
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.9 ft. [8.5 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:Town or Township Highway Agency [03]
Year built:1992
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:20 [as of 2012]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 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:64.7 tons [58.8 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201498.0Not deficientGoodSatisfactoryVery Good20
May 201298.0Not deficientGoodGoodVery Good20
May 201098.0Not deficientGoodGoodVery Good20
May 200898.0Not deficientGoodVery GoodVery Good20
May 200698.0Not deficientVery GoodVery GoodVery Good20
May 200498.0Not deficientVery GoodVery GoodVery Good20
April 200298.0Not deficientVery GoodVery GoodVery Good20
May 200098.0Not deficientVery GoodVery GoodVery Good20
June 199898.0Not deficientVery GoodVery GoodVery Good20
July 199698.0Not deficientExcellentExcellentExcellent20
May 199498.0Not deficientExcellentExcellentExcellent20
October 199298.0Not deficientExcellentExcellentExcellent20