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GORDON'S MILL RD. over PISCATAWAY CREEK

Map 

Coordinates:
+37.86182, -76.87575
37°51'43" N, 76°52'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GORDON'S MILL RD. over PISCATAWAY CREEK
Structure number:000000000006164
Location:0.7M RTE615-0.5M RTE360
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:65.0 ft. [19.8 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1923
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015 

Status:Posted for load [P]
Average daily traffic:275 [as of 2014]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:5.9 tons [5.4 metric tons]
Inventory rating:4.0 tons [3.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:18.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$500,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201518.2Structurally deficientPoorPoorPoor275
March 201418.2Structurally deficientPoorPoorPoor272
March 201318.2Structurally deficientPoorPoorPoor272
March 201218.2Structurally deficientPoorPoorPoor272
March 201118.2Structurally deficientPoorPoorPoor272
March 201018.2Structurally deficientPoorPoorPoor272
March 200818.2Structurally deficientPoorPoorPoor272
March 200718.2Structurally deficientPoorPoorPoor272
March 200633.0Structurally deficientPoorPoorPoor272
March 200533.1Structurally deficientPoorPoorPoor188
March 200433.1Structurally deficientPoorPoorPoor188
March 200333.1Structurally deficientPoorPoorPoor188
March 200233.1Structurally deficientPoorPoorPoor188
March 200133.1Structurally deficientPoorPoorPoor188
March 200033.1Structurally deficientPoorPoorPoor216
March 199833.1Structurally deficientPoorPoorPoor216
March 199733.1Structurally deficientPoorPoorPoor216
May 199633.1Structurally deficientPoorPoorPoor216
April 199448.1Functionally obsoleteFairFairFair216
March 199348.1Functionally obsoleteFairFairFair216
March 199248.1Functionally obsoleteFairFairFair207
March 199148.2Functionally obsoleteFairFairFair157