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MILL STREET over NEWTOWN CREEK

Map 

Coordinates:
+42.16390, -76.81536
42°09'50" N, 76°48'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MILL STREET over NEWTOWN CREEK
Structure number:000000003331850
Location:IN HORSEHEADS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:68.9 ft. [21.0 m]
Total length:70.9 ft. [21.6 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:17.1 ft. [5.2 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1976
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:502 [as of 2012]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:58.6 tons [53.3 metric tons]
Inventory rating:27.5 tons [25.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:68.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$623,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201568.9Functionally obsoleteVery GoodVery GoodFair502
April 201375.5Functionally obsoleteVery GoodVery GoodFair502
April 201186.5Functionally obsoleteVery GoodVery GoodSatisfactory740
April 200986.5Functionally obsoleteVery GoodVery GoodGood738
April 200786.4Functionally obsoleteVery GoodVery GoodGood1047
May 200586.4Functionally obsoleteVery GoodVery GoodGood1047
May 200386.4Functionally obsoleteVery GoodVery GoodExcellent1047
June 200186.4Not deficientExcellentExcellentExcellent1047
June 199986.5Not deficientExcellentExcellentExcellent576
May 199786.5Not deficient-Very GoodGood576
May 199588.2Not deficient-Very GoodSatisfactory576
June 199340.7Not deficient-Very GoodSatisfactory860
April 199317.3Structurally deficientFair--860
May 199117.3Structurally deficientFairSeriousSerious860