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ANSONIA PL over SAW MILL RUN

Map

Coordinates:
+40.39544, -79.99752
40°23'44" N, 79°59'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ANSONIA PL over SAW MILL RUN
Structure number:000000000002395
Old structure number:027301000030060 (from 1992 edition)
Location:301006 AT RT 51 SOUTH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:32.2 ft. [9.8 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1925
Year reconstructed:1998
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete continuous [2]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:25.0 tons [22.7 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Sufficiency rating:36.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$90,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201636.5PoorPoorPoorFairSD-
June 201431.0PoorPoorPoorFairSD-
June 201231.0PoorPoorPoorFairSD-
June 201136.5PoorPoorPoorFairSD-
June 201048.5PoorPoorFairFairSD-
June 200948.5PoorPoorFairFairSD-
June 200748.5PoorPoorFairFairSD-
June 200648.5PoorPoorFairFair--
July 200448.2PoorPoorFairFairSD100
August 200348.2PoorPoorFairFairSD100
August 200248.2PoorPoorFairFairSD100
August 200148.2PoorPoorFairFairSD100
July 200048.2PoorPoorFairFairSD100
July 199948.2PoorPoorFairFairSD100
August 199854.8PoorPoorFairFairSD100
August 199728.9PoorSeriousFairSatisfactorySD100
October 199650.1PoorPoorFairSatisfactorySD100
August 199549.3PoorPoorFairSatisfactorySD100
July 199448.3FairFairFairSatisfactory-100
July 199348.3FairFairFairSatisfactory-100
July 199248.3FairFairFairSatisfactory-100
September 199149.3PoorPoorSatisfactoryFairSD100