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CASEVILLE ROAD over PIGEON RIVER

Map

Coordinates:
+43.81413, -83.27911
43°48'51" N, 83°16'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CASEVILLE ROAD over PIGEON RIVER
Structure number:000000000003539
Old structure number:32200078000B010 (from 1992 edition)
Location:SEC. 14-15 WINSOR TWP.
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:105.3 ft. [32.1 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1995
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:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,035 [as of 2009]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Equal to present minimum criteria [6]
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:70.8 tons [64.4 metric tons]
Inventory rating:42.4 tons [38.5 metric tons]
Sufficiency rating:98.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201598.4GoodGoodGoodGood-2035
September 201398.4GoodGoodGoodGood-2035
September 201198.4GoodGoodGoodGood-2035
September 200998.4GoodGoodGoodVery Good-2035
August 200798.4GoodGoodGoodVery Good-2035
August 200598.4GoodGoodGoodVery Good-2035
August 200398.5GoodVery Good-Very Good-2035
February 200399.6GoodVery Good-Very Good-1600
March 200199.6GoodVery Good-Very Good-1600
December 199999.6GoodVery GoodVery GoodVery Good-1600
September 199799.6GoodVery GoodVery GoodVery Good-1600
September 199599.6GoodVery GoodVery GoodVery Good-1600
July 199350.4FairSatisfactoryGoodSatisfactoryFO1600
June 199157.4FairSatisfactoryGoodSatisfactoryFO1600