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LAKE STREET over CHEMUNG RIVER

Map 

Coordinates:
+42.08796, -76.80081
42°05'17" N, 76°48'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LAKE STREET over CHEMUNG RIVER
Structure number:000000002215550
Location:IN CITY OF ELMIRA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:90.9 ft. [27.7 m]
Total length:551.9 ft. [168.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:7
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Bridge closed to all traffic [K]
Average daily traffic:1,285 [as of 2010]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Operating rating:7.7 tons [7.0 metric tons]
Inventory rating:4.6 tons [4.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:24.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$6,047,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201524.2Structurally deficientFairPoorPoor1285
August 201454.6Structurally deficientFairPoorPoor1285
October 201254.6Structurally deficientFairPoorPoor1400
August 201154.6Structurally deficientFairPoorPoor1400
September 201052.5Structurally deficientFairPoorPoor2522
July 200854.6Structurally deficientFairFairPoor1358
August 200770.7Not deficientFairSatisfactoryFair1393
August 200654.6Structurally deficientFairPoorPoor1393
July 200468.6Functionally obsoleteFairSatisfactoryFair2522
July 200268.6Functionally obsoleteFairGoodFair2522
August 200068.6Functionally obsoleteFairGoodFair2522
June 199869.6Functionally obsoleteFairGoodFair2522
June 199749.7Structurally deficientFairFairPoor3045
August 199649.3Structurally deficientPoorPoorPoor3045
May 199448.7Structurally deficientFairPoorPoor7650
April 199248.7Structurally deficientFairPoorPoor7650
May 199048.7Structurally deficientFairPoorPoor7650