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FIFTH AVE over FALLING SPRING BRANCH

Franklin County, Pennsylvania

Map

Coordinates:
+39.93930, -77.65010
39°56'21" N, 77°39'00" W

Facts

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

Name:	FIFTH AVE over FALLING SPRING BRANCH
Structure number:	000000000017740
Old structure number:	287401200540040 `(from 1992 edition)`
Location:	0.6 MI NE CHAMBERSBURG SQ
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	28.9 ft. `[8.8 m]`
Total length:	29.9 ft. `[9.1 m]`
Roadway width between curbs:	30.2 ft. `[9.2 m]`
Deck width edge-to-edge:	58.4 ft. `[17.8 m]`
Skew angle:	16°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1930
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Concrete `[1]`
Main span design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	6,000 `[as of 2009]`
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	46.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$340,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Poor	Poor	Poor	Fair	6000	46.9
December 2015	Poor	Poor	Poor	Fair	6000	46.9
December 2013	Poor	Poor	Poor	Fair	6000	46.9
December 2011	Poor	Poor	Poor	Fair	6000	46.9
December 2009	Poor	Poor	Poor	Fair	6000	49.0
December 2007	Fair	Fair	Fair	Fair	6000	67.7
June 2006	Fair	Fair	Fair	Fair	6000	67.7
May 2004	Fair	Fair	Fair	Fair	6000	67.7
January 2002	Fair	Fair	Fair	Fair	6000	67.7
August 1999	Fair	Fair	Fair	Fair	6000	67.7
November 1991	Fair	Fair	Fair	Fair	6000	69.9

© 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/1464930