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CH-16 FAS-355 over SHORT POINT CREEK

Map

Coordinates:
+40.89531, -88.87350
40°53'43" N, 88°52'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CH-16 FAS-355 over SHORT POINT CREEK
Structure number:053303400000000
Old structure number:000053303412272 (from 1992 edition)
Location:1.75 MI N OF RT 116
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:22.6 ft. [6.9 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:County Highway Agency [02]
Year built:1919
Year reconstructed:1985
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:950 [as of 2014]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:60.9 tons [55.4 metric tons]
Inventory rating:36.7 tons [33.4 metric tons]
Sufficiency rating:91.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201591.4FairSatisfactorySatisfactorySatisfactory-950
March 201371.5FairSatisfactorySatisfactorySatisfactory-1000
March 201183.8FairGoodSatisfactoryGood-1000
March 200983.8FairGoodSatisfactoryGood-1000
March 200783.9FairVery GoodSatisfactoryGood-800
February 200583.9FairVery GoodSatisfactoryGood-800
March 200383.8FairVery GoodSatisfactoryGood-1100
March 200183.8FairVery GoodSatisfactoryGood-1100
October 199883.8FairVery GoodSatisfactoryGood-1000
August 199683.8FairVery GoodSatisfactoryGood-1000
May 199483.8FairVery GoodSatisfactoryGood-1000
June 199283.8FairVery GoodSatisfactoryGood-850
May 199083.8FairVery GoodSatisfactorySatisfactory-850