SR 2013,ROCKLAND R over OVER EAST SANDY CREEK

Map

Coordinates:
+41.31377, -79.72357
41°18'50" N, 79°43'25" W

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

Name:	SR 2013,ROCKLAND R over OVER EAST SANDY CREEK
Structure number:	000000000033788
Old structure number:	602013010000000 `(from 1992 edition)`
Location:	CRANBERRY TOWNSHIP
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	60.0 ft. `[18.3 m]`
Total length:	131.9 ft. `[40.2 m]`
Roadway width between curbs:	23.6 ft. `[7.2 m]`
Deck width edge-to-edge:	26.6 ft. `[8.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1930
Year reconstructed:	1986
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:	2
Main spans material:	Steel `[3]`
Main spans design:	Girder and floorbeam system `[03]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	1,708 `[as of 2016]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	47.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$224,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2016	Poor	Good	Poor	Poor	1708	47.9
July 2014	Poor	Good	Poor	Poor	1367	49.1
July 2012	Poor	Good	Poor	Poor	2034	46.7
July 2010	Poor	Good	Poor	Fair	2045	46.7
July 2008	Fair	Good	Fair	Fair	2045	62.8
July 2006	Fair	Very Good	Fair	Fair	3640	58.8
July 2004	Fair	Very Good	Fair	Fair	3586	58.9
August 2003	Fair	Very Good	Fair	Fair	1752	65.6
July 2002	Fair	Very Good	Fair	Fair	1723	65.6
October 2000	Fair	Very Good	Fair	Fair	1705	65.7
August 1998	Fair	Very Good	Fair	Fair	1705	65.7
July 1997	Fair	Very Good	Fair	Fair	1867	65.3
July 1996	Fair	Very Good	Fair	Fair	1830	65.3
June 1994	Fair	Very Good	Fair	Fair	1769	65.5
May 1993	Fair	Very Good	Fair	Fair	1769	65.5
June 1992	Fair	Very Good	Fair	Fair	1020	67.4
July 1990	Fair	Very Good	Fair	Fair	991	69.5

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.	250	0	111	133	6
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Steel Floor Beam	linear ft.	354	0	331	23	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	35	0	31	4	0
Reinforced Concrete Abutment	linear ft.	130	0	112	18	0
Bearings
Movable Bearing	each	4	0	4	0	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Fixed Bearing	each	4	0	4	0	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	264	264	0	0	0