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

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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2014	Poor	Satisfactory	Poor	Poor	4624	42.8
October 2012	Poor	Satisfactory	Serious	Poor	3788	20.5
May 2010	Poor	Satisfactory	Serious	Poor	3866	20.0
May 2009	Poor	Satisfactory	Serious	Poor	3866	20.0
May 2006	Poor	Satisfactory	Poor	Poor	4839	41.8
May 2004	Poor	Fair	Fair	Poor	4782	40.5
May 2002	Fair	Fair	Fair	Fair	5263	51.8
June 2000	Fair	Fair	Fair	Fair	5237	51.9
July 1998	Fair	Fair	Fair	Fair	5124	52.0
August 1996	Fair	Fair	Fair	Fair	4807	54.5
May 1994	Fair	Fair	Fair	Fair	4639	51.1
May 1992	Fair	Fair	Fair	Fair	4575	51.2
April 1990	Fair	Satisfactory	Fair	Satisfactory	4437	52.6