SR 6008,CENTER ST. over OVER OIL CREEK

Map

Coordinates:
+41.43393, -79.70961
41°26'02" N, 79°42'35" W

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

Name:	SR 6008,CENTER ST. over OVER OIL CREEK
Structure number:	000000000033654
Old structure number:	606008007000800 `(from 1992 edition)`
Location:	OIL CITY
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	172.9 ft. `[52.7 m]`
Total length:	178.2 ft. `[54.3 m]`
Roadway width between curbs:	34.5 ft. `[10.5 m]`
Deck width edge-to-edge:	35.8 ft. `[10.9 m]`
Vertical clearance above deck:	17.7 ft. `[5.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1939
Year reconstructed:	1985
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Arch - Thru `[12]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,694 `[as of 2017]`
Truck traffic:	11% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	81.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$660,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Excellent	Satisfactory	Good	6694	81.4
September 2015	Poor	Satisfactory	Serious	Fair	6810	43.2
September 2013	Poor	Satisfactory	Serious	Fair	6456	43.1
September 2011	Poor	Satisfactory	Poor	Fair	601	58.1
September 2009	Poor	Satisfactory	Poor	Fair	608	56.1
December 2008	Poor	Satisfactory	Poor	Fair	648	56.1
September 2007	Poor	Satisfactory	Poor	Fair	648	65.3
September 2005	Poor	Satisfactory	Poor	Fair	629	65.1
August 2004	Poor	Satisfactory	Poor	Fair	629	65.1
September 2003	Fair	Satisfactory	Fair	Fair	11109	78.0
October 2001	Fair	Satisfactory	Fair	Fair	10815	76.0
October 2000	Fair	Satisfactory	Fair	Fair	10815	78.0
September 1999	Fair	Satisfactory	Fair	Fair	10603	78.0
October 1997	Fair	Satisfactory	Fair	Fair	10375	78.1

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Stringer	linear ft.	1,046	1,046	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,623	6,623	0	0	0
Superstructure
Steel Arch	linear ft.	344	344	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Steel Floor Beam	linear ft.	342	342	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Substructure
Masonry Abutment	linear ft.	111	111	0	0	0
Joints
Compression Joint	linear ft.	76	76	0	0	0
Bearings
Movable Bearing	each	2	2	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Fixed Bearing	each	2	2	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	349	349	0	0	0