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NOBLES MILL ROAD over DEER CREEK

Map

Coordinates:
+39.61769, -76.23748
39°37'04" N, 76°14'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NOBLES MILL ROAD over DEER CREEK
Structure number:200000H-0160010
Location:0.8 MI E MAIN ST
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:148.0 ft. [45.1 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:13.1 ft. [4.0 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Vertical clearance above deck:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1883
Year reconstructed:1998
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:70 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:27.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,475,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017PoorSatisfactoryPoorGood7027.8
November 2016PoorSatisfactoryPoorGood7027.8
November 2015PoorSatisfactoryPoorGood7027.8
November 2013PoorSatisfactoryPoorGood7040.4
November 2011PoorSatisfactoryPoorGood7040.1
November 2009PoorSatisfactoryPoorGood7040.1
November 2007PoorSatisfactoryPoorGood7044.1
November 2005PoorSatisfactoryPoorGood7048.1
November 2003PoorSatisfactoryPoorGood7048.1
November 2001PoorGoodPoorGood7048.1
November 1999PoorGoodPoorGood7544.8
December 1998PoorVery GoodPoorVery Good-48.2
January 1997FairGoodFairFair-22.6
December 1995FairGoodFairFair6022.3
October 1993FairVery GoodFairFair10020.4
November 1991FairVery GoodFairFair10020.4