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TOWNSHIP ROAD over LITTLE BAZILE CREEK

Map

Coordinates:
+42.59326, -97.66206
42°35'36" N, 97°39'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TOWNSHIP ROAD over LITTLE BAZILE CREEK
Structure number:C005416715
Location:.4W .4S OF BLOOMFIELD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:47.9 ft. [14.6 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:2013
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:60 [as of 2003]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
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:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201699.8GoodExcellentExcellentExcellent-60
March 201499.8GoodExcellentExcellentExcellent-60
February 201232.9PoorFairPoorPoorSD60
February 201032.9PoorFairPoorSatisfactorySD60
August 200732.9PoorFairPoorSatisfactorySD60
October 200446.8FairGoodSatisfactoryVery GoodFO60
November 200246.8FairGoodSatisfactoryVery GoodFO60
July 200046.8FairGoodSatisfactoryVery GoodFO60
September 199846.8FairGoodSatisfactoryVery GoodFO60
December 199646.8FairGoodSatisfactoryVery GoodSD60
July 199446.8FairGoodSatisfactoryVery GoodSD60
September 199245.1FairGoodSatisfactoryVery GoodSD60
September 199045.1FairGoodSatisfactoryVery GoodSD60