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PAGE AVENUE over SIRT SOUTH SHORE, TIDAL

Map 

Coordinates:
+40.51856, -74.23464
40°31'07" N, 74°14'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PAGE AVENUE over SIRT SOUTH SHORE, TIDAL
Structure number:000000002249269
Location:AT RICHMOND VALLEY
Purpose:Carries highway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:139.8 ft. [42.6 m]
Total length:525.0 ft. [160.0 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1989
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:17,434 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:106.8 tons [97.1 metric tons]
Inventory rating:63.9 tons [58.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$17,286,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201591.4Functionally obsoleteGoodExcellentVery Good17434
September 201392.1Functionally obsoleteGoodExcellentVery Good12748
August 201192.1Functionally obsoleteGoodExcellentVery Good12748
August 200991.6Functionally obsoleteGoodExcellentVery Good16172
October 200792.1Functionally obsoleteGoodExcellentVery Good12748
October 200593.1Functionally obsoleteGoodExcellentVery Good12748
October 200393.1Functionally obsoleteGoodExcellentVery Good12748
July 200177.7Functionally obsoleteGoodVery GoodVery Good12748
August 199977.7Functionally obsoleteSatisfactoryVery GoodVery Good12748
September 199777.7Functionally obsoleteSatisfactoryGoodSatisfactory12748
September 199565.2Functionally obsoleteFairSatisfactoryFair11595
June 199367.0Not deficientFairSatisfactoryFair4000
September 199199.4Not deficientSatisfactoryVery GoodSatisfactory4000