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SR 173,W.ADAM ST over OVER FRENCH CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+41.51846, -80.05389
41°31'06" N, 80°03'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 173,W.ADAM ST over OVER FRENCH CREEK
Structure number:000000000013060
Old structure number:200173007000000 (from 1992 edition)
Location:FAIRFIELD TOWNSHIP
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:154.9 ft. [47.2 m]
Total length:315.0 ft. [96.0 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance above deck:13.8 ft. [4.2 m]
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1981
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:4,624 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:42.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2014PoorSatisfactoryPoorPoor462442.8
October 2012PoorSatisfactorySeriousPoor378820.5
May 2010PoorSatisfactorySeriousPoor386620.0
May 2009PoorSatisfactorySeriousPoor386620.0
May 2006PoorSatisfactoryPoorPoor483941.8
May 2004PoorFairFairPoor478240.5
May 2002FairFairFairFair526351.8
June 2000FairFairFairFair523751.9
July 1998FairFairFairFair512452.0
August 1996FairFairFairFair480754.5
May 1994FairFairFairFair463951.1
May 1992FairFairFairFair457551.2
April 1990FairSatisfactoryFairSatisfactory443752.6