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ERIE AVENUE over DUCK CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ERIE AVENUE over DUCK CREEK
Structure number:3160882
Location:0.6 MI N OF ASHWORTH&ERIE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:51.8 ft. [15.8 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
Year reconstructed:1980
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,718 [as of 2015]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:47.4 tons [43.1 metric tons]
Sufficiency rating:97.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201697.3GoodGoodGoodGood-17718
May 201597.9GoodGoodGoodGood-11200
March 201497.9GoodGoodGoodGood-11200
February 201397.9GoodGoodGoodGood-11200
April 201197.9GoodVery GoodVery GoodGood-11200
June 201097.9GoodGoodGoodGood-11200
April 200997.9GoodGoodGoodGood-11200
May 200897.9GoodGoodGoodGood-11200
June 200797.9GoodGoodGoodGood-11200
August 200697.9GoodGoodGoodGood-11200
March 200597.9GoodGoodGoodGood-11200
January 200397.9GoodGoodGoodGood-11200
February 200290.3GoodGoodGoodGood-11200
October 199990.3GoodGoodGoodGood-11200
October 199890.3GoodGoodGoodGood-11200
December 199590.3GoodGoodGoodGood-11200
November 199490.6GoodGoodGoodGood-11200
October 199390.6GoodGoodGoodGood-11200
September 199290.6GoodGoodGoodGood-11200
December 199190.6GoodGoodGoodGood-11200
January 199190.3GoodGoodGoodGood-14780