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EAST AVENUE over NEWTOWN CREEK

Map 

Coordinates:
+42.09925, -76.79485
42°05'57" N, 76°47'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST AVENUE over NEWTOWN CREEK
Structure number:000000002215560
Location:IN CITY OF ELMIRA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:91.9 ft. [28.0 m]
Total length:93.8 ft. [28.6 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:City or Municipal Highway Agency [04]
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:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,184 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:90.5 tons [82.3 metric tons]
Inventory rating:43.1 tons [39.2 metric tons]
Sufficiency rating:81.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,743,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201581.9FairSatisfactoryGoodGood-1184
April 201381.9FairSatisfactoryGoodGood-1184
May 201181.9FairSatisfactoryGoodGood-1220
May 200981.9GoodGoodGoodGood-1214
May 200781.9GoodGoodGoodGood-1261
June 200580.9GoodGoodGoodGood-1261
June 200381.9GoodGoodGoodGood-1261
June 200181.9GoodGoodGoodGood-1261
June 199981.9GoodGoodGoodGood-1261
May 199782.9GoodVery GoodVery GoodVery Good-1196
May 199582.4GoodVery GoodVery GoodVery Good-1196
May 199386.3GoodVery GoodVery GoodVery Good-600
April 199330.0PoorSeriousPoorSeriousSD1350
May 199130.0PoorSeriousPoorSeriousSD1350