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SR 2004 over OUTLET MARCEL LAKE

Pike County, Pennsylvania

Map

Coordinates:
+41.25240, -74.95685
41°15'09" N, 74°57'25" W

Facts

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

Name:	SR 2004 over OUTLET MARCEL LAKE
Structure number:	000000000029977
Old structure number:	512004015000000 `(from 1992 edition)`
Location:	DELAWARE TWP 3 M W SR2001
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	22.0 ft. `[6.7 m]`
Total length:	24.0 ft. `[7.3 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	24.9 ft. `[7.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1940
Year reconstructed:	2017
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,179 `[as of 2016]`
Truck traffic:	3% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	71.6
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$200,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Very Good	Satisfactory	Good	2179	71.6
July 2015	Poor	Fair	Poor	Fair	2321	39.4
July 2013	Fair	Fair	Fair	Fair	2319	57.3
July 2011	Fair	Fair	Fair	Fair	2297	56.4
July 2009	Fair	Satisfactory	Fair	Fair	2587	56.4
July 2007	Fair	Satisfactory	Fair	Fair	2503	56.8
July 2005	Fair	Satisfactory	Fair	Fair	2370	57.3
July 2003	Fair	Satisfactory	Fair	Fair	2256	57.8
August 2001	Fair	Satisfactory	Fair	Satisfactory	2201	58.0
August 1999	Fair	Satisfactory	Fair	Satisfactory	4093	51.9
February 1998	Fair	Good	Fair	Satisfactory	220	74.1
April 1996	Fair	Good	Fair	Satisfactory	220	74.1
July 1994	Fair	Good	Fair	Good	3558	50.7
September 1992	Good	Good	Good	Good	3461	64.5
December 1990	Fair	Good	Good	Fair	3282	51.8

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
Steel Girder/Beam	linear ft.	132	0	22	110	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	595	494	101	0	0
Wearing Surfaces	sq. ft.	528	528	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	89	76	13	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	48	48	0	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/1472059