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TR 115 over MURRAY SLUICE

Map

Coordinates:
+41.22318, -88.41259
41°13'23" N, 88°24'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 115 over MURRAY SLUICE
Structure number:032507000000000
Old structure number:000032507031861 (from 1992 edition)
Location:3/4M S,3/4M E MAZON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:97.8 ft. [29.8 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:15°
Owner:Town or Township Highway Agency [03]
Year built:1996
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 [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: October 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:175 [as of 2010]
Truck traffic:23% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2014GoodVery GoodVery GoodVery Good17597.0
October 2010GoodExcellentExcellentExcellent17599.0
September 2006GoodVery GoodVery GoodVery Good100100.0
November 2002GoodExcellentVery GoodVery Good59100.0
December 1998GoodExcellentExcellentExcellent59100.0
December 1996GoodExcellentExcellentExcellent59100.0