BAILEY BRIDGE T686 over TENMILE CREEK

Map

Coordinates:
+40.02060, -80.19560
40°01'14" N, 80°11'44" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	BAILEY BRIDGE T686 over TENMILE CREEK
Structure number:	000000000035242
Old structure number:	627201068640480 `(from 1992 edition)`
Location:	600' SOUTH OF SR 2020
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	70.9 ft. `[21.6 m]`
Roadway width between curbs:	14.1 ft. `[4.3 m]`
Deck width edge-to-edge:	15.1 ft. `[4.6 m]`
Vertical clearance above deck:	9.2 ft. `[2.8 m]`
Owner:	County Highway Agency `[02]`
Year built:	1887
Year reconstructed:	2001
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	10 `[as of 2017]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	54.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$91,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Good	Fair	10	54.2
August 2015	Fair	Satisfactory	Good	Fair	10	54.2
August 2013	Fair	Satisfactory	Good	Fair	10	55.0
August 2011	Fair	Satisfactory	Good	Fair	10	20.0
August 2009	Fair	Satisfactory	Good	Fair	10	20.0
June 2009	Fair	Satisfactory	Good	Satisfactory	10	27.1
August 2007	Fair	Satisfactory	Good	Satisfactory	10	27.1
August 2005	Fair	Satisfactory	Good	Satisfactory	10	65.9
September 2003	Fair	Fair	Good	Satisfactory	10	64.9
September 2001	Fair	Fair	Good	Satisfactory	10	66.2
December 1999	Good	Good	Good	Good	10	67.2
September 1997	Fair	Satisfactory	Satisfactory	Good	10	27.0
November 1995	Poor	Satisfactory	Serious	Good	10	20.4
October 1993	Fair	Good	Satisfactory	Very Good	10	28.8
October 1991	Fair	Good	Satisfactory	Very Good	10	28.8