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LRD NEWTON RD over DEADMAN HOLLOW CREEK

Map 

Coordinates:
+43.58835, -91.13732
43°35'18" N, 91°08'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD NEWTON RD over DEADMAN HOLLOW CREEK
Structure number:B62014200000000
Location:2.7M N JCT STH 56
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:50.2 ft. [15.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:1991
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 2014 

Status:Open, no restriction [A]
Average daily traffic:80 [as of 2012]
Truck traffic:12% of total traffic
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:68.3 tons [62.1 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201498.0Not deficientGoodGoodGood80
May 201298.0Not deficientGoodGoodGood80
May 201098.0Not deficientGoodGoodGood80
May 200898.0Not deficientGoodGoodGood80
May 200698.0Not deficientGoodVery GoodVery Good80
May 200498.0Not deficientGoodVery GoodVery Good80
April 200298.0Not deficientGoodVery GoodVery Good80
April 200097.9Not deficientGoodVery GoodVery Good80
May 199897.9Not deficientGoodVery GoodVery Good80
July 199697.9Not deficientExcellentExcellentExcellent80
April 199497.9Not deficientExcellentExcellentExcellent80
November 199299.9Not deficientExcellentExcellentExcellent80
June 199099.9Not deficient---80