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STH 35 over BATTLE HOLLOW CREEK

Map 

Coordinates:
+43.45569, -91.21315
43°27'20" N, 91°12'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 35 over BATTLE HOLLOW CREEK
Structure number:B62001800000000
Location:2.6M N JCT STH 82 TO E
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:12.1 ft. [3.7 m]
Total length:30.5 ft. [9.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:3,800 [as of 2013]
Truck traffic:10% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:42.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$257,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201542.8Structurally deficient---3800
May 201442.8Structurally deficient---3800
May 201263.0Not deficient---4200
May 201063.0Not deficient---4200
July 200874.0Not deficient---4200
September 200774.0Not deficient---4200
September 200574.0Not deficient---3530
September 200374.0Not deficient---3530
September 200174.0Not deficient---4400
August 200074.0Not deficientSatisfactory--4400
May 199874.0Not deficientSatisfactory--4400
July 199774.1Not deficientSatisfactory--2790
June 199674.1Not deficientSatisfactory--2790
May 199574.1Not deficient---2790
March 199474.5Not deficient---2710
August 199274.5Not deficient---2710
April 199174.5Not deficient---2710