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T-410 MILL ROAD over LOST CREEK

Map

Coordinates:
+40.61430, -77.33790
40°36'51" N, 77°20'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:T-410 MILL ROAD over LOST CREEK
Structure number:000000000020331
Old structure number:347204041000050 (from 1992 edition)
Location:VILLAGE OF JERICHO MILLS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:41.0 ft. [12.5 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Owner:Town or Township Highway Agency [03]
Year built:1926
Year reconstructed:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:100 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:62.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,081,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017PoorFairFairPoor10062.1
April 2016PoorFairFairPoor10062.1
November 2013PoorFairImminent FailurePoor10037.0
November 2011PoorFairPoorPoor10057.6
November 2009PoorFairFairPoor10057.1
November 2007PoorFairFairPoor15042.1
November 2005PoorFairFairPoor15041.8
March 2005PoorFairFairPoor15041.8
February 2004PoorFairFairPoor15041.8
February 2003PoorFairFairPoor15041.8
March 2001PoorFairFairPoor15041.8
June 2000PoorFairFairPoor15041.8
February 1999PoorSatisfactorySatisfactoryPoor15042.8
April 1997PoorSatisfactorySatisfactoryPoor15048.9
February 1996PoorSatisfactorySatisfactoryPoor15048.9
January 1994FairSatisfactorySatisfactoryFair15061.9
October 1991FairGoodGoodSatisfactory15071.9