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STH 21 over MANSKEE DITCH

Map 

Coordinates:
+44.04870, -88.96146
44°02'55" N, 88°57'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 21 over MANSKEE DITCH
Structure number:B69003800000000
Location:1.1M E JCT STH 49
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:22.0 ft. [6.7 m]
Total length:24.6 ft. [7.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2015]
Truck traffic:9% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Operating rating:86.2 tons [78.4 metric tons]
Inventory rating:51.7 tons [47.0 metric tons]
Sufficiency rating:95.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201595.2GoodGoodGoodGood-5000
July 201393.9GoodGoodGoodGood-7350
July 201193.9GoodGoodGoodGood-7350
July 200996.6GoodGoodGoodGood-7350
July 200796.6GoodVery GoodVery GoodVery Good-7350
July 200596.6GoodVery GoodVery GoodVery Good-7350
July 200396.6GoodVery GoodVery GoodVery Good-7350
August 200196.6GoodVery GoodVery GoodVery Good-5850
July 199998.6GoodVery GoodVery GoodVery Good-5850
April 199998.6GoodExcellentExcellentExcellent-5850