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CTH MM RIMROCK RD over NINE SPRINGS CREEK

Map

Coordinates:
+43.02611, -89.38183
43°01'34" N, 89°22'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH MM RIMROCK RD over NINE SPRINGS CREEK
Structure number:B13048400000000
Location:0.8M S JCT USH 14
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:26.2 ft. [8.0 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1997
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 [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,784 [as of 2015]
Structural appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:99.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2016Good7 out of 10978499.5
November 2014Good7 out of 10964099.6
November 2012Good7 out of 10964099.6
November 2010Good7 out of 101012099.5
November 2008Good7 out of 101012099.5
November 2006Good7 out of 101012097.5
December 2004Good7 out of 101012097.5
December 2002Good7 out of 10-98.0
November 2000Good8 out of 10-98.0
March 1998Good8 out of 10-98.0
January 1997GoodN out of 10-98.0