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CTH G BEGLEY ST over BLACK RIVER

Map

Coordinates:
+44.77025, -90.60545
44°46'13" N, 90°36'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH G BEGLEY ST over BLACK RIVER
Structure number:B10037800000000
Location:0.3M W JCT STH 73
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:140.1 ft. [42.7 m]
Total length:286.4 ft. [87.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Vertical clearance above deck:13.5 ft. [4.1 m]
Owner:County Highway Agency [02]
Year built:1938
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,856 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:36.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,465,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018PoorSatisfactoryPoorSatisfactory185636.2
June 2016FairSatisfactorySatisfactorySatisfactory185661.2
June 2014FairSatisfactorySatisfactorySatisfactory160061.6
April 2012FairSatisfactorySatisfactorySatisfactory160071.8
April 2010FairSatisfactorySatisfactorySatisfactory160071.8
May 2008FairSatisfactorySatisfactorySatisfactory160071.8
April 2006FairSatisfactorySatisfactorySatisfactory160071.8
April 2004FairSatisfactorySatisfactorySatisfactory160071.8
April 2002FairSatisfactorySatisfactorySatisfactory160071.8
April 2000FairSatisfactorySatisfactorySatisfactory160071.7
July 1998FairSatisfactorySatisfactorySatisfactory160071.7
May 1996FairSatisfactorySatisfactorySatisfactory160071.7
August 1994FairGoodSatisfactorySatisfactory160071.8
September 1992FairGoodSatisfactorySatisfactory160071.8
May 1990FairGoodSatisfactorySatisfactory160071.8