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ASHLAND AVE over FOX CREEK

Map

Coordinates:
+42.37342, -82.93944
42°22'24" N, 82°56'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ASHLAND AVE over FOX CREEK
Structure number:000000000012448
Old structure number:825180800244B01 (from 1992 edition)
Location:SOUTH OF JEFFERSON
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:39.0 ft. [11.9 m]
Total length:42.3 ft. [12.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:594 [as of 2008]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:91.0 tons [82.7 metric tons]
Inventory rating:84.7 tons [77.0 metric tons]
Sufficiency rating:94.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201694.9GoodGoodVery GoodVery Good-594
July 201494.9GoodVery GoodVery GoodVery Good-594
June 201294.9GoodVery GoodVery GoodVery Good-594
June 201093.9GoodExcellentExcellentExcellent-594
September 200893.9GoodExcellentExcellentExcellent-594
September 200684.1GoodExcellentVery GoodExcellent-1142
August 200419.2PoorSeriousSeriousPoorSD1142
July 200219.2PoorSeriousSeriousPoorSD1142
June 200119.2PoorSeriousSeriousPoorSD1142
August 200019.2PoorSeriousSeriousPoorSD1135
April 199919.2PoorSeriousSeriousPoorSD1135
July 199819.2PoorSeriousSeriousPoorSD1135
October 199719.2PoorSeriousSeriousPoorSD1135
July 199621.5PoorPoorPoorFairSD1225
June 199421.7PoorPoorPoorFairSD1225
August 199235.2FairFairFairSatisfactorySD530
September 199035.2FairFairFairSatisfactoryFO530