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RTE 25A over ALLEY CREEK

Map

Coordinates:
+40.76340, -73.75175
40°45'48" N, 73°45'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 25A over ALLEY CREEK
Structure number:000000002240440
Location:0.3 E JCT SH 25A & C I PK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.9 ft. [13.7 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:88.6 ft. [27.0 m]
Vertical clearance below bridge:6.6 ft. [2.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1931
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,273 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:80.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$727,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactorySatisfactorySatisfactory3027380.7
June 2014FairSatisfactorySatisfactorySatisfactory3028780.7
August 2012FairSatisfactorySatisfactorySatisfactory3020080.0
August 2010FairSatisfactorySatisfactorySatisfactory3537679.2
August 2008FairSatisfactorySatisfactorySatisfactory3537679.2
May 2006FairSatisfactorySatisfactorySatisfactory3979077.8
June 2004FairSatisfactorySatisfactorySatisfactory4021577.7
June 2002FairSatisfactorySatisfactorySatisfactory2967080.9
March 2000FairSatisfactorySatisfactorySatisfactory2967079.9
May 1998FairSatisfactorySatisfactorySatisfactory2967079.9
July 1996PoorFairFairPoor2967020.0
May 1994PoorFairFairPoor2967050.0
July 1992PoorFairFairPoor2967020.0
April 1990PoorFairFairPoor2967020.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.72006201000
Steel Stringerlinear ft.990098820
Deck
Reinforced Concrete Decksq. ft.7,98407,98400
Superstructure
Steel Floor Beamlinear ft.710071000
Substructure
Reinforced Concrete Pier Walllinear ft.9009000
Reinforced Concrete Abutmentlinear ft.180018000
Joints
Strip Seal Jointlinear ft.180001800
Bearings
Movable Bearingeach3400340
Steel Protective Coatingsq. ft.3400340
Fixed Bearingeach1501500
Steel Protective Coatingsq. ft.9,57009,57000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.180018000
Steel Protective Coatingsq. ft.9009000