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RTE 1 over PINKNEY AV-233ST, HUTCHI

Map 

Coordinates:
+40.88733, -73.82449
40°53'14" N, 73°49'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 1 over PINKNEY AV-233ST, HUTCHI
Structure number:000000002229579
Location:JCT US1+HUTCHINSON RIVER
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:141.7 ft. [43.2 m]
Total length:1362.9 ft. [415.4 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Vertical clearance below bridge:49.9 ft. [15.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:14
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:23,301 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:83.8 tons [76.2 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$73,882,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201579.0Functionally obsoleteFairFairFair23301
May 201479.0Functionally obsoleteFairFairFair22720
June 201379.0Functionally obsoleteFairFairFair20900
May 201290.0Functionally obsoleteFairSatisfactoryGood20900
June 201190.0Functionally obsoleteFairSatisfactoryGood21100
June 200990.0Functionally obsoleteFairSatisfactoryGood18661
June 200791.0Functionally obsoleteFairGoodGood18161
June 200591.0Functionally obsoleteFairGoodGood19915
June 200390.0Functionally obsoleteFairGoodGood26432
July 200191.0Functionally obsoleteFairGoodSatisfactory26432
July 199977.0Functionally obsoleteFairGoodFair26432
September 199778.0Functionally obsoleteFairFairFair26432
June 199530.0Structurally deficientPoorPoorSerious26432
May 199430.0Structurally deficientPoorPoorSerious26432
July 199330.0Structurally deficientPoorPoorSerious26432
October 199230.0Structurally deficientPoorPoorSerious26432
October 199130.0Structurally deficientSeriousPoorSerious26432