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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 2016 

Good/Fair/Poor Condition:Poor
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201618.2PoorPoorPoorPoorSD275
March 201518.2PoorPoorPoorPoorSD275
March 201418.2PoorPoorPoorPoorSD272
March 201318.2PoorPoorPoorPoorSD272
March 201218.2PoorPoorPoorPoorSD272
March 201118.2PoorPoorPoorPoorSD272
March 201018.2PoorPoorPoorPoorSD272
March 200818.2PoorPoorPoorPoorSD272
March 200718.2PoorPoorPoorPoorSD272
March 200633.0PoorPoorPoorPoorSD272
March 200533.1PoorPoorPoorPoorSD188
March 200433.1PoorPoorPoorPoorSD188
March 200333.1PoorPoorPoorPoorSD188
March 200233.1PoorPoorPoorPoorSD188
March 200133.1PoorPoorPoorPoorSD188
March 200033.1PoorPoorPoorPoorSD216
March 199833.1PoorPoorPoorPoorSD216
March 199733.1PoorPoorPoorPoorSD216
May 199633.1PoorPoorPoorPoorSD216
April 199448.1FairFairFairFairFO216
March 199348.1FairFairFairFairFO216
March 199248.1FairFairFairFairFO207
March 199148.2FairFairFairFairFO157