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KITZMAN ROAD over MILL CREEK DIAMOND CREEK

Map

Coordinates:
+46.57938, -89.44853
46°34'46" N, 89°26'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KITZMAN ROAD over MILL CREEK DIAMOND CREEK
Structure number:000000000008530
Old structure number:66307A00012B010 (from 1992 edition)
Location:1 MI N OF M-28
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:1993
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Gravel [8]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25 [as of 1997]
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 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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2017Fair6 out of 102594.8
November 2015Fair6 out of 102594.8
November 2013Good7 out of 102594.8
October 2011Good7 out of 102594.8
November 2009Good7 out of 102594.8
October 2007Good7 out of 102594.8
October 2005Good7 out of 102594.8
December 2003Good8 out of 102594.8
November 2001-N out of 102594.8
November 1999Good8 out of 102594.8
November 1997Good9 out of 102594.8
November 1995Good9 out of 102594.8
November 1993Good9 out of 102594.8
October 1991PoorN out of 1010024.5