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SR 62,MAIN ST over OVER SANDY CREEK TRIB

Mercer County, Pennsylvania

Map

Coordinates:
+41.34842, -80.05865
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 2015

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,544 `[as of 2014]`
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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 foundations determined to be stable for assessed or calculated scour condition. `[5]`
Operating rating:	75.8 tons `[68.9 metric tons]`
Inventory rating:	43.9 tons `[39.9 metric tons]`
Sufficiency rating:	97.6
Recommended work:	Other structural work, including hydraulic replacements. `[38]`

Previous Inspections

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

Element Data

Source: National Bridge Elements dataset, 2016 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 2012-18, 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