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SR 0191 TR 191 over LITTLE EQUINUNK CREEK

Wayne County, Pennsylvania

Map

Coordinates:
+41.75238, -75.18615
41°45'09" N, 75°11'10" W

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Facts

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

Name:	SR 0191 TR 191 over LITTLE EQUINUNK CREEK
Structure number:	000000000035473
Old structure number:	630191084000000 `(from 1992 edition)`
Location:	DAMASCUS TP 1.2M N SR1025
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	32.2 ft. `[9.8 m]`
Total length:	34.1 ft. `[10.4 m]`
Roadway width between curbs:	23.0 ft. `[7.0 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1932
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Concrete `[1]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	1,678 `[as of 2016]`
Truck traffic:	12% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 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:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	49.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$319,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Poor	Satisfactory	Satisfactory	Poor	1678	49.5
May 2015	Poor	Satisfactory	Satisfactory	Poor	1872	49.2
May 2013	Poor	Satisfactory	Satisfactory	Poor	1864	49.2
May 2011	Fair	Satisfactory	Satisfactory	Fair	1705	59.2
May 2009	Fair	Satisfactory	Fair	Fair	1674	59.3
May 2007	Fair	Satisfactory	Fair	Fair	1619	59.3
May 2005	Fair	Satisfactory	Fair	Fair	1640	57.7
May 2003	Fair	Satisfactory	Fair	Fair	1637	58.7
June 2001	Fair	Satisfactory	Fair	Fair	1597	55.7
July 1999	Fair	Satisfactory	Fair	Fair	1297	56.2
December 1997	Fair	Satisfactory	Fair	Fair	1407	56.0
March 1996	Fair	Satisfactory	Fair	Fair	1371	56.1
April 1994	Fair	Satisfactory	Fair	Fair	1513	61.8
June 1992	Fair	Satisfactory	Fair	Fair	1486	61.9
October 1990	Fair	Satisfactory	Fair	Fair	1437	62.0

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	192	107	79	6	0
Deck
Reinforced Concrete Deck	sq. ft.	884	831	53	0	0
Wearing Surfaces	sq. ft.	782	743	39	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	125	116	9	0	0
Bearings
Movable Bearing	each	6	6	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	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.	68	60	8	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1475237