SR 198,FOSTER ROAD over OVER CONNEAUT CREEK

Map

Coordinates:
+41.75818, -80.37141
41°45'29" N, 80°22'17" W

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

Name:	SR 198,FOSTER ROAD over OVER CONNEAUT CREEK
Structure number:	000000000040178
Old structure number:	200198016002580 `(from 1992 edition)`
Location:	CONNEAUTVILLE BOROUGH
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	59.1 ft. `[18.0 m]`
Total length:	120.1 ft. `[36.6 m]`
Roadway width between curbs:	33.1 ft. `[10.1 m]`
Deck width edge-to-edge:	36.1 ft. `[11.0 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1998
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	2
Main spans material:	Prestressed concrete continuous `[6]`
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:	408 `[as of 2018]`
Truck traffic:	12% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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:	98.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Good	Good	Very Good	Good	408	98.9
August 2016	Good	Good	Very Good	Good	409	98.9
September 2014	Good	Good	Very Good	Good	491	98.9
September 2012	Good	Good	Very Good	Good	514	98.9
September 2010	Good	Good	Very Good	Good	525	98.9
September 2008	Good	Good	Very Good	Good	469	98.9
September 2006	Good	Good	Very Good	Good	465	99.9
September 2004	Good	Good	Very Good	Good	673	99.8
September 2002	Good	Good	Good	Good	653	99.9
September 2000	Good	Excellent	Very Good	Good	650	99.8
October 1998	Good	Excellent	Very Good	Good	1349	96.7
October 1997	Poor	Poor	Fair	Poor	1074	48.9
November 1996	Poor	Poor	Fair	Poor	1053	48.9
October 1994	Poor	Poor	Fair	Poor	1016	49.0
October 1992	Poor	Poor	Fair	Poor	1002	49.0
September 1990	Poor	Poor	Fair	Poor	972	48.0

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.	586	586	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	4,366	4,366	0	0	0
Wearing Surfaces	sq. ft.	4,016	4,016	0	0	0
Concrete Protective Coating	sq. ft.	4,016	4,016	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	42	42	0	0	0
Reinforced Concrete Abutment	linear ft.	88	88	0	0	0
Reinforced Concrete Pier Cap	linear ft.	43	43	0	0	0
Joints
Compression Joint	linear ft.	84	84	0	0	0
Bearings
Elastomeric Bearing	each	20	20	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	242	242	0	0	0