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MAIN ST/FAS 2620 over BAZILE CREEK

Map

Coordinates:
+42.51179, -97.90260
42°30'42" N, 97°54'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAIN ST/FAS 2620 over BAZILE CREEK
Structure number:M019025223
Location:BAZILE MILLS MAIN ST
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:67.9 ft. [20.7 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:115 [as of 2011]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:86.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodVery GoodVery GoodVery Good11586.5
December 2014GoodVery GoodVery GoodVery Good11586.5
March 2013GoodVery GoodVery GoodVery Good11588.4
February 2011GoodVery GoodVery GoodVery Good14088.1
September 2008GoodVery GoodVery GoodVery Good11588.1
October 2006GoodVery GoodVery GoodVery Good11585.4
September 2004GoodVery GoodVery GoodVery Good16085.4
October 2002GoodVery GoodVery GoodVery Good16085.4
May 2000GoodVery GoodVery GoodVery Good17585.3
October 1998GoodVery GoodVery GoodVery Good17585.3
December 1996GoodVery GoodVery GoodVery Good13085.4
June 1994GoodVery GoodVery GoodVery Good13085.4
August 1992GoodVery GoodVery GoodVery Good11585.4
May 1990GoodVery GoodVery GoodVery Good10094.0