Share:

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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:89 [as of 2015]
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 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:68.3 tons [62.1 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201699.9GoodGoodGoodGood-89
May 201498.0GoodGoodGoodGood-80
May 201298.0GoodGoodGoodGood-80
May 201098.0GoodGoodGoodGood-80
May 200898.0GoodGoodGoodGood-80
May 200698.0GoodGoodVery GoodVery Good-80
May 200498.0GoodGoodVery GoodVery Good-80
April 200298.0GoodGoodVery GoodVery Good-80
April 200097.9GoodGoodVery GoodVery Good-80
May 199897.9GoodGoodVery GoodVery Good-80
July 199697.9GoodExcellentExcellentExcellent-80
April 199497.9GoodExcellentExcellentExcellent-80
November 199299.9GoodExcellentExcellentExcellent-80
June 199099.9-----80