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SR 4024 (LR 39056) over ONTELAUNEE CREEK

Lehigh County, Pennsylvania

Map

Coordinates:
+40.68683, -75.76179
40°41'13" N, 75°45'42" W

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Facts

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

Name:	SR 4024 (LR 39056) over ONTELAUNEE CREEK
Structure number:	000000000023392
Old structure number:	394024001011200 `(from 1992 edition)`
Location:	MOSSERVILLE ROAD
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	39.0 ft. `[11.9 m]`
Total length:	43.0 ft. `[13.1 m]`
Roadway width between curbs:	23.3 ft. `[7.1 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1933
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:	Tee beam `[04]`
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:	603 `[as of 2017]`
Truck traffic:	9% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	Better than present minimum criteria `[7]`
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:	53.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$51,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Poor	Poor	Poor	Poor	603	53.5
April 2015	Poor	Fair	Poor	Poor	587	55.5
April 2013	Poor	Fair	Poor	Poor	581	55.5
April 2011	Poor	Satisfactory	Poor	Poor	798	51.2
April 2009	Poor	Satisfactory	Fair	Poor	788	51.2
April 2007	Poor	Satisfactory	Fair	Poor	771	51.3
July 2006	Poor	Satisfactory	Fair	Poor	746	55.8
April 2005	Poor	Satisfactory	Fair	Poor	729	55.7
April 2003	Poor	Satisfactory	Fair	Poor	711	55.7
May 2001	Fair	Satisfactory	Fair	Fair	1056	65.1
June 1999	Fair	Satisfactory	Fair	Fair	1023	65.1
June 1997	Fair	Satisfactory	Satisfactory	Fair	975	67.1
July 1995	Fair	Satisfactory	Satisfactory	Satisfactory	929	79.7
August 1993	Fair	Satisfactory	Satisfactory	Good	884	79.7
November 1991	Fair	Satisfactory	Satisfactory	Good	848	79.7

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
Reinforced Concrete Girder/Beam	linear ft.	258	0	227	31	0
Deck
Reinforced Concrete Deck	sq. ft.	1,118	928	190	0	0
Wearing Surfaces	sq. ft.	1,011	1,011	0	0	0
Substructure
Masonry Abutment	linear ft.	113	65	37	0	11
Bearings
Enclosed/Concealed Bearing	each	12	12	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	86	0	86	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/1468104