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CH 16 over MAXWELL CREEK

Map

Coordinates:
+38.09809, -89.66721
38°05'53" N, 89°40'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CH 16 over MAXWELL CREEK
Structure number:079316400000000
Old structure number:000079316429919 (from 1992 edition)
Location:2 MILE S. EDEN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:59.1 ft. [18.0 m]
Total length:61.4 ft. [18.7 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:88.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201788.8GoodGoodGoodVery Good-2500
January 201388.9GoodVery GoodGoodVery Good-2350
January 200988.9GoodVery GoodGoodVery Good-2350
January 200589.1GoodVery GoodGoodVery Good-2100
January 200190.1GoodExcellentExcellentExcellent-2000
January 199790.1GoodExcellentExcellentExcellent-2000
January 199591.2GoodExcellentExcellentExcellent-1000
January 199391.3GoodExcellentExcellentExcellent-900