Share:

FAS 863 over LITTLE MILL CREEK

Map

Coordinates:
+37.87881, -89.68342
37°52'44" N, 89°41'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 863 over LITTLE MILL CREEK
Structure number:079305200000000
Old structure number:000079305217454 (from 1992 edition)
Location:863 OVER LITTLE MILL
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:40.0 ft. [12.2 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Gravel [8]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:250 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:48.1 tons [43.7 metric tons]
Inventory rating:28.8 tons [26.2 metric tons]
Sufficiency rating:55.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201755.8PoorPoorPoorPoorSD250
January 201555.8PoorPoorPoorPoorSD250
January 201342.9PoorFairPoorSatisfactorySD225
January 201157.7PoorFairPoorSatisfactorySD225
January 200957.7PoorFairPoorSatisfactorySD225
January 200757.7PoorFairPoorSatisfactorySD225
February 200562.9PoorFairPoorSatisfactorySD225
February 200374.4FairFairFairGood-275
February 200174.4FairFairFairGood-275
February 199974.4FairFairFairGood-275
January 199790.9FairGoodVery GoodSatisfactory-225
January 199590.4FairGoodVery GoodSatisfactory-225
January 199390.4FairVery GoodVery GoodSatisfactory-200
February 199190.4FairVery GoodVery GoodSatisfactory-200