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LRD BIG VALLEY RD over WARNER CREEK

Map 

Coordinates:
+43.64712, -90.57130
43°38'50" N, 90°34'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD BIG VALLEY RD over WARNER CREEK
Structure number:B62018200000000
Location:0.1M N JCT CTH P
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.8 ft. [10.0 m]
Total length:35.4 ft. [10.8 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Skew angle:10°
Owner:Town or Township Highway Agency [03]
Year built:2000
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:16 [as of 2012]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:70.1 tons [63.7 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201499.0Not deficientGoodGoodGood16
May 201299.0Not deficientVery GoodGoodGood16
May 201099.0Not deficientVery GoodGoodGood16
May 200899.0Not deficientVery GoodVery GoodVery Good16
May 200699.0Not deficientExcellentExcellentExcellent16
May 200499.0Not deficientExcellentExcellentExcellent16
April 200299.0Not deficientExcellentExcellentExcellent10
November 200099.0Not deficientExcellentExcellentExcellent10