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LINDEN PLACE over NEWTOWN CREEK

Map 

Coordinates:
+42.10470, -76.79825
42°06'17" N, 76°47'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LINDEN PLACE over NEWTOWN CREEK
Structure number:000000002215570
Location:IN CITY OF ELMIRA
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:82.7 ft. [25.2 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:32.8 ft. [10.0 m]
Deck width edge-to-edge:33.5 ft. [10.2 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:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,071 [as of 2012]
Truck traffic:4% 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:Meets minimum tolerable limits to be left in place as is [4]
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:86.7 tons [78.8 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:97.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,437,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201597.0GoodGoodGoodGood-1071
April 201398.0GoodGoodGoodGood-1071
May 201199.0GoodGoodGoodGood-690
May 200999.0GoodGoodGoodGood-692
May 200799.0GoodGoodGoodGood-935
June 200599.0GoodGoodGoodGood-935
June 200399.0GoodGoodGoodGood-935
June 2001100.0GoodGoodGoodVery Good-935
June 1999100.0GoodGoodGoodVery Good-935
May 1997100.0Good-Very GoodGood-935
May 199598.5Good-Very GoodVery Good-935
May 199398.5Good-Very GoodVery Good-800
April 199230.6PoorSeriousSeriousSeriousSD2000
May 199145.6PoorSeriousPoorPoorSD2000