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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:6.9 ft. [2.1 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]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:80.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$727,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201680.7FairSatisfactorySatisfactorySatisfactoryFO30273
June 201480.7FairSatisfactorySatisfactorySatisfactoryFO30287
August 201280.0FairSatisfactorySatisfactorySatisfactoryFO30200
August 201079.2FairSatisfactorySatisfactorySatisfactoryFO35376
August 200879.2FairSatisfactorySatisfactorySatisfactoryFO35376
May 200677.8FairSatisfactorySatisfactorySatisfactoryFO39790
June 200477.7FairSatisfactorySatisfactorySatisfactoryFO40215
June 200280.9FairSatisfactorySatisfactorySatisfactoryFO29670
March 200079.9FairSatisfactorySatisfactorySatisfactoryFO29670
May 199879.9FairSatisfactorySatisfactorySatisfactoryFO29670
July 199620.0PoorFairFairPoorSD29670
May 199450.0PoorFairFairPoorSD29670
July 199220.0PoorFairFairPoorSD29670
April 199020.0PoorFairFairPoorSD29670