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US 9 over BASS RIVER

Burlington County, New Jersey

Map

Coordinates:
+39.59332, -74.44292
39°35'36" N, 74°26'35" W

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Facts

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

Name:	US 9 over BASS RIVER
Structure number:	0302150
Location:	0.46 MI EAST OF C.R. 679
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	112.9 ft. `[34.4 m]`
Total length:	467.9 ft. `[142.6 m]`
Roadway width between curbs:	43.3 ft. `[13.2 m]`
Deck width edge-to-edge:	52.2 ft. `[15.9 m]`
Skew angle:	17°
Owner:	State Highway Agency `[01]`
Year built:	2005
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	5
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	9,347 `[as of 2016]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Pier/abutment protection:	In place and functioning `[2]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	94.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Very Good	Good	9347	94.6
May 2016	Good	Good	Very Good	Good	9347	94.6
June 2014	Good	Very Good	Very Good	Very Good	9900	94.3
July 2012	Good	Very Good	Excellent	Very Good	9700	94.4
July 2010	Good	Very Good	Excellent	Very Good	9700	94.4
June 2008	Good	Very Good	Excellent	Very Good	10420	94.1
May 2007	Good	Excellent	Excellent	Excellent	10900	93.8
June 2005	Good	Excellent	Excellent	Excellent	10600	94.0
May 2004	Poor	Fair	Serious	Serious	12100	8.0
February 2002	Poor	Fair	Serious	Serious	12100	8.0
January 2000	Poor	Fair	Serious	Serious	12100	8.0
October 1997	Poor	Fair	Serious	Serious	11750	8.0
September 1995	Poor	Fair	Serious	Serious	9500	8.0
July 1993	Poor	Fair	Serious	Serious	9500	8.0
May 1991	Poor	Fair	Serious	Serious	9500	8.0

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
Prestressed Concrete Closed Web/Box Girder	linear ft.	2,000	1,985	15	0	0
Prestressed Concrete Girder/Beam	linear ft.	2,400	2,400	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	24,477	21,477	3,000	0	0
Substructure
Reinforced Concrete Column	each	20	18	2	0	0
Reinforced Concrete Abutment	linear ft.	160	158	2	0	0
Reinforced Concrete Pier Cap	linear ft.	230	230	0	0	0
Joints
Compression Joint	linear ft.	170	110	60	0	0
Bearings
Elastomeric Bearing	each	106	106	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	936	936	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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