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ANSONIA PL over SAW MILL RUN

Map 

Coordinates:
+40.39544, -79.99752
40°23'44" N, 79°59'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

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]
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]
Evaluation:Structurally deficient [1]
Sufficiency rating:31.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201431.0Structurally deficientPoorPoorFair-
June 201231.0Structurally deficientPoorPoorFair-
June 201136.5Structurally deficientPoorPoorFair-
June 201048.5Structurally deficientPoorFairFair-
June 200948.5Structurally deficientPoorFairFair-
June 200748.5Structurally deficientPoorFairFair-
June 200648.5Not deficientPoorFairFair-
July 200448.2Structurally deficientPoorFairFair100
August 200348.2Structurally deficientPoorFairFair100
August 200248.2Structurally deficientPoorFairFair100
August 200148.2Structurally deficientPoorFairFair100
July 200048.2Structurally deficientPoorFairFair100
July 199948.2Structurally deficientPoorFairFair100
August 199854.8Structurally deficientPoorFairFair100
August 199728.9Structurally deficientSeriousFairSatisfactory100
October 199650.1Structurally deficientPoorFairSatisfactory100
August 199549.3Structurally deficientPoorFairSatisfactory100
July 199448.3Not deficientFairFairSatisfactory100
July 199348.3Not deficientFairFairSatisfactory100
July 199248.3Not deficientFairFairSatisfactory100
September 199149.3Structurally deficientPoorSatisfactoryFair100