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FAS 2965 over LITTLE BAZILE CREEK

Map

Coordinates:
+42.54953, -97.75964
42°32'58" N, 97°45'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 2965 over LITTLE BAZILE CREEK
Structure number:C005405715
Location:JCT N13/N59 7E 5.8N
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:100.1 ft. [30.5 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Owner:County Highway Agency [02]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2011]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:29.9 tons [27.2 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
Sufficiency rating:62.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201562.1FairSatisfactoryGoodSatisfactory-100
October 201362.1FairGoodGoodSatisfactory-100
February 201262.7FairGoodGoodSatisfactory-100
February 201062.7FairGoodGoodSatisfactory-75
November 200762.8FairGoodGoodSatisfactory-50
November 200663.8GoodVery GoodVery GoodVery Good-50
October 200452.7GoodVery GoodVery GoodVery Good-105
October 200263.7GoodVery GoodVery GoodVery Good-75
June 200052.7GoodVery GoodVery GoodVery Good-115
October 199852.7GoodVery GoodVery GoodVery Good-115
December 199652.7GoodVery GoodVery GoodVery Good-135
June 199452.7GoodVery GoodVery GoodVery Good-135
September 199261.5GoodVery GoodVery GoodVery Good-110
May 199072.5GoodVery GoodVery GoodVery Good-90