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SR 62,MAIN ST over OVER SANDY CREEK TRIB

Mercer County, Pennsylvania

Map

Coordinates:
+41.34844, -80.05867
41°20'54" N, 80°03'31" W

Facts

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

Name:	SR 62,MAIN ST over OVER SANDY CREEK TRIB
Structure number:	000000000025725
Old structure number:	430062067027350 `(from 1992 edition)`
Location:	SANDY LAKE TOWNSHIP
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	24.0 ft. `[7.3 m]`
Total length:	25.9 ft. `[7.9 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	44.0 ft. `[13.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1923
Year reconstructed:	1949
Historic significance:	Historical significance is not determinable at this time `[4]`
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:	Bituminous `[6]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	1,515 `[as of 2017]`
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	70.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$133,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Poor	Satisfactory	Poor	Satisfactory	1515	70.4
April 2015	Fair	Satisfactory	Satisfactory	Satisfactory	1544	97.6
April 2013	Poor	Satisfactory	Poor	Satisfactory	1544	70.4
April 2011	Poor	Satisfactory	Poor	Satisfactory	2158	69.1
April 2009	Poor	Satisfactory	Poor	Satisfactory	2202	70.1
April 2007	Poor	Satisfactory	Poor	Satisfactory	2321	70.0
April 2005	Poor	Satisfactory	Poor	Satisfactory	2271	70.1
April 2003	Poor	Satisfactory	Poor	Satisfactory	2486	69.0
April 2001	Fair	Satisfactory	Fair	Satisfactory	2425	82.2
April 1999	Fair	Satisfactory	Fair	Satisfactory	2425	82.2
April 1997	Fair	Satisfactory	Fair	Satisfactory	3283	83.9
March 1995	Fair	Satisfactory	Satisfactory	Satisfactory	3106	90.9
March 1993	Fair	Satisfactory	Fair	Satisfactory	3743	79.5
April 1991	Fair	Satisfactory	Satisfactory	Fair	3668	79.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	213	1	190	18	4
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,147	1,136	11	0	0
Wearing Surfaces	sq. ft.	991	991	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	70	66	4	0	0
Masonry Abutment	linear ft.	33	0	33	0	0
Bearings
Movable Bearing	each	18	18	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	52	47	5	0	0

© Copyright 2012-19, 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/1469432