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FOUNTAIN STREET over MILL CREEK

Map

Coordinates:
+41.28139, -84.73694
41°16'53" N, 84°44'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FOUNTAIN STREET over MILL CREEK
Structure number:2045389
Location:0.45 MI W OF LAKE RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:37.1 ft. [11.3 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:49°
Owner:County Highway Agency [02]
Year built:2006
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:189 [as of 2015]
Truck traffic:7% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:78.8 tons [71.6 metric tons]
Inventory rating:47.1 tons [42.8 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 2016100.0GoodVery GoodVery GoodVery Good-189
October 201599.9GoodVery GoodVery GoodVery Good-320
December 201499.9GoodVery GoodVery GoodVery Good-320
December 201399.9GoodVery GoodVery GoodVery Good-320
November 201299.9GoodVery GoodVery GoodVery Good-320
December 201199.9GoodVery GoodVery GoodVery Good-320
December 201099.9GoodVery GoodVery GoodVery Good-320
December 200999.9GoodExcellentExcellentExcellent-320
October 200899.9GoodExcellentExcellentExcellent-320
December 200799.9GoodExcellentExcellentExcellent-320
December 200699.9GoodExcellentExcellentExcellent-320