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LRD BORAH RD over BORAH CREEK

Map

Coordinates:
+42.90283, -90.72628
42°54'10" N, 90°43'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD BORAH RD over BORAH CREEK
Structure number:P22021400000000
Location:3.3M N JCT CTH K
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.6 ft. [7.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:10°
Owner:Town or Township Highway Agency [03]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:78 [as of 2015]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:92.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Good7 out of 107892.5
May 2015Good7 out of 107892.5
December 2013Good7 out of 107592.5
December 2011Good7 out of 107589.5
December 2009Good7 out of 107587.5
December 2007Good7 out of 107587.5
December 2005Good7 out of 105087.5
December 2003Good7 out of 105087.5
December 2001Good7 out of 103587.5
January 2000Good7 out of 103589.5
July 1998Good8 out of 103587.5
August 1996Good8 out of 103589.5
December 1994-N out of 103589.5
April 1992Good8 out of 103589.5
December 1990Good8 out of 103589.5