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SR 0390 TR 390 over BRIDGE CREEK

Pike County, Pennsylvania

Map

Coordinates:
+41.25389, -75.07333
41°15'14" N, 75°04'24" W

Facts

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

Name:	SR 0390 TR 390 over BRIDGE CREEK
Structure number:	000000000029880
Old structure number:	510390007000000 `(from 1992 edition)`
Location:	GREENE TWP .2 M N SR 3002
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	42.0 ft. `[12.8 m]`
Total length:	43.0 ft. `[13.1 m]`
Roadway width between curbs:	27.6 ft. `[8.4 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1953
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Closed Grating `[4]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	1,506 `[as of 2017]`
Truck traffic:	3% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	62.4
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$302,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Poor	Poor	Fair	Fair	1506	62.4
June 2015	Poor	Poor	Fair	Fair	1488	62.4
June 2013	Poor	Poor	Fair	Fair	992	72.2
June 2011	Poor	Poor	Fair	Satisfactory	983	73.2
June 2009	Poor	Poor	Fair	Satisfactory	1729	70.6
June 2007	Poor	Poor	Fair	Satisfactory	1673	70.7
May 2005	Poor	Poor	Fair	Satisfactory	1577	71.9
September 2004	Poor	Poor	Fair	Satisfactory	1164	72.8
July 2003	Poor	Poor	Fair	Satisfactory	1141	72.8
May 2002	Poor	Poor	Satisfactory	Good	1113	83.6
July 2001	Poor	Poor	Satisfactory	Good	1100	79.4
August 1999	Poor	Poor	Satisfactory	Good	1497	77.6
October 1998	Poor	Poor	Satisfactory	Good	1460	78.7
February 1998	Poor	Poor	Satisfactory	Good	1109	79.4
April 1996	Poor	Poor	Good	Good	1428	78.8
June 1994	Poor	Poor	Good	Poor	1357	53.2
September 1992	Poor	Poor	Good	Poor	1320	53.3
December 1990	Fair	Fair	Good	Good	1210	84.0

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
Steel Girder/Beam	linear ft.	336	84	252	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	121	113	7	1	0
Deck
Concrete Filled Grid Deck	sq. ft.	1,178	1	1,177	0	0
Wearing Surfaces	sq. ft.	1,178	1	1,177	0	0
Bearings
Fixed Bearing	each	16	16	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	86	70	12	4	0
Steel Protective Coating	sq. ft.	10,753	10,753	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/1472017