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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 

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. ratingEvaluationDeckSuper.Sub.ADT
April 201581.9Not deficientSatisfactoryGoodGood1184
April 201381.9Not deficientSatisfactoryGoodGood1184
May 201181.9Not deficientSatisfactoryGoodGood1220
May 200981.9Not deficientGoodGoodGood1214
May 200781.9Not deficientGoodGoodGood1261
June 200580.9Not deficientGoodGoodGood1261
June 200381.9Not deficientGoodGoodGood1261
June 200181.9Not deficientGoodGoodGood1261
June 199981.9Not deficientGoodGoodGood1261
May 199782.9Not deficientVery GoodVery GoodVery Good1196
May 199582.4Not deficientVery GoodVery GoodVery Good1196
May 199386.3Not deficientVery GoodVery GoodVery Good600
April 199330.0Structurally deficientSeriousPoorSerious1350
May 199130.0Structurally deficientSeriousPoorSerious1350