SR0217 over CONEMAUGH RIVER

Map

Coordinates:
+40.41636, -79.26618
40°24'59" N, 79°15'58" W

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

Name:	SR0217 over CONEMAUGH RIVER
Structure number:	000000000019057
Old structure number:	320217001000000 `(from 1992 edition)`
Location:	TORRANCE
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	125.0 ft. `[38.1 m]`
Total length:	456.1 ft. `[139.0 m]`
Roadway width between curbs:	30.8 ft. `[9.4 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1952
Year reconstructed:	1985
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	4
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
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:	8,514 `[as of 2017]`
Truck traffic:	12% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 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:	Superior to present desirable criteria `[9]`
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 condition. `[5]`
Sufficiency rating:	72.7
Recommended work:	Bridge deck rehabilitation with only incidental widening. `[36]`
Estimated cost of work:	$845,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Fair	Good	Fair	Satisfactory	8514	72.7
October 2015	Fair	Good	Fair	Satisfactory	8566	72.7
November 2013	Fair	Good	Fair	Satisfactory	7871	73.8
August 2012	Fair	Good	Fair	Fair	8123	73.7
October 2010	Fair	Good	Fair	Fair	8211	73.7
April 2009	Fair	Good	Fair	Fair	8565	73.5
April 2007	Fair	Good	Satisfactory	Fair	8565	73.5
June 2005	Fair	Satisfactory	Satisfactory	Fair	8429	73.5
December 2004	Fair	Satisfactory	Satisfactory	Fair	10042	72.8
June 2003	Fair	Satisfactory	Satisfactory	Fair	9894	72.9
August 2002	Fair	Satisfactory	Satisfactory	Fair	9700	73.0
November 2001	Fair	Satisfactory	Satisfactory	Fair	9604	73.0
October 2000	Fair	Satisfactory	Satisfactory	Fair	9604	73.0
August 1998	Fair	Satisfactory	Satisfactory	Good	11023	83.6
March 1997	Fair	Satisfactory	Satisfactory	Good	10595	83.7
October 1996	Fair	Satisfactory	Satisfactory	Good	10387	83.8
May 1995	Fair	Satisfactory	Satisfactory	Good	10387	84.6
December 1994	Fair	Satisfactory	Satisfactory	Good	8695	85.2
May 1993	Fair	Satisfactory	Satisfactory	Good	8592	85.3
May 1991	Fair	Satisfactory	Satisfactory	Good	8418	85.3

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	2,700	2,700	0	0	0
Steel Protective Coating	sq. ft.	43,013	43,013	0	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Pier Wall	linear ft.	115	115	0	0	0
Reinforced Concrete Abutment	linear ft.	103	103	0	0	0
Reinforced Concrete Pier Cap	linear ft.	105	105	0	0	0
Joints
Compression Joint	linear ft.	68	68	0	0	0
Bearings
Movable Bearing	each	24	24	0	0	0
Steel Protective Coating	sq. ft.	32,259	32,259	0	0	0
Fixed Bearing	each	6	6	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	910	910	0	0	0