Share:

MAIN ST/FAS 2620 over BAZILE CREEK

Map

Coordinates:
+42.51183, -97.90268
42°30'43" N, 97°54'10" 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]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:86.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201686.5GoodVery GoodVery GoodVery Good-115
December 201486.5GoodVery GoodVery GoodVery Good-115
March 201388.4GoodVery GoodVery GoodVery Good-115
February 201188.1GoodVery GoodVery GoodVery Good-140
September 200888.1GoodVery GoodVery GoodVery Good-115
October 200685.4GoodVery GoodVery GoodVery Good-115
September 200485.4GoodVery GoodVery GoodVery Good-160
October 200285.4GoodVery GoodVery GoodVery Good-160
May 200085.3GoodVery GoodVery GoodVery Good-175
October 199885.3GoodVery GoodVery GoodVery Good-175
December 199685.4GoodVery GoodVery GoodVery Good-130
June 199485.4GoodVery GoodVery GoodVery Good-130
August 199285.4GoodVery GoodVery GoodVery Good-115
May 199094.0GoodVery GoodVery GoodVery Good-100