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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 2014 

Status:Open, no restriction [A]
Average daily traffic:594 [as of 2008]
Truck traffic:5% 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: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. ratingEvaluationDeckSuper.Sub.ADT
July 201494.9Not deficientVery GoodVery GoodVery Good594
June 201294.9Not deficientVery GoodVery GoodVery Good594
June 201093.9Not deficientExcellentExcellentExcellent594
September 200893.9Not deficientExcellentExcellentExcellent594
September 200684.1Not deficientExcellentVery GoodExcellent1142
August 200419.2Structurally deficientSeriousSeriousPoor1142
July 200219.2Structurally deficientSeriousSeriousPoor1142
June 200119.2Structurally deficientSeriousSeriousPoor1142
August 200019.2Structurally deficientSeriousSeriousPoor1135
April 199919.2Structurally deficientSeriousSeriousPoor1135
July 199819.2Structurally deficientSeriousSeriousPoor1135
October 199719.2Structurally deficientSeriousSeriousPoor1135
July 199621.5Structurally deficientPoorPoorFair1225
June 199421.7Structurally deficientPoorPoorFair1225
August 199235.2Structurally deficientFairFairSatisfactory530
September 199035.2Functionally obsoleteFairFairSatisfactory530