SR 2028,ENTERPRIZE over OVER PINE CREEK

Map

Coordinates:
+41.62006, -79.63733
41°37'12" N, 79°38'14" W

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

Name:	SR 2028,ENTERPRIZE over OVER PINE CREEK
Structure number:	000000000013270
Old structure number:	202028001005330 `(from 1992 edition)`
Location:	OIL CREEK TOWNSHIP
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	74.2 ft. `[22.6 m]`
Total length:	150.9 ft. `[46.0 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	31.2 ft. `[9.5 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1940
Year reconstructed:	2013
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box Beam or girders - Single or Spread `[06]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,561 `[as of 2016]`
Truck traffic:	13% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	90.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$81,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Good	Excellent	Excellent	Very Good	1561	90.0
November 2015	Good	Excellent	Very Good	Very Good	2095	88.4
November 2013	Good	Excellent	Excellent	Very Good	2087	72.5
November 2011	Poor	Satisfactory	Serious	Satisfactory	1666	11.9
November 2009	Poor	Satisfactory	Serious	Satisfactory	1930	9.9
November 2007	Poor	Satisfactory	Serious	Satisfactory	1929	9.9
November 2005	Fair	Satisfactory	Fair	Satisfactory	2159	64.2
November 2003	Fair	Satisfactory	Fair	Satisfactory	2043	66.4
January 2002	Fair	Satisfactory	Fair	Satisfactory	2152	66.2
November 1999	Fair	Satisfactory	Fair	Satisfactory	2117	66.3
October 1997	Fair	Satisfactory	Fair	Satisfactory	427	76.7
October 1995	Fair	Satisfactory	Fair	Satisfactory	2446	65.5
September 1993	Fair	Satisfactory	Fair	Satisfactory	2374	65.6
August 1991	Fair	Fair	Fair	Satisfactory	2341	61.1

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	608	608	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	4,672	4,672	0	0	0
Wearing Surfaces	sq. ft.	4,088	4,088	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	50	50	0	0	0
Reinforced Concrete Abutment	linear ft.	92	92	0	0	0
Bearings
Elastomeric Bearing	each	16	16	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	292	292	0	0	0