HULMEVILLE ROAD over NESHAMINY CREEK

Map

Coordinates:
+40.14138, -74.91258
40°08'29" N, 74°54'45" W

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

Name:	HULMEVILLE ROAD over NESHAMINY CREEK
Structure number:	000000000007041
Old structure number:	090513011008280 `(from 1992 edition)`
Location:	HULMEVILLE BORO 42C04
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	99.1 ft. `[30.2 m]`
Total length:	293.0 ft. `[89.3 m]`
Roadway width between curbs:	40.4 ft. `[12.3 m]`
Deck width edge-to-edge:	48.2 ft. `[14.7 m]`
Skew angle:	10°
Owner:	State Highway Agency `[01]`
Year built:	1989
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:	3
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Box Beam or girders - Single or Spread `[06]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	16,088 `[as of 2017]`
Truck traffic:	7% 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:	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 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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	71.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Good	Good	Very Good	Good	16088	71.6
March 2015	Good	Good	Very Good	Good	16181	65.6
March 2013	Good	Good	Very Good	Good	16139	65.6
March 2011	Good	Good	Very Good	Good	15707	64.3
March 2009	Good	Good	Very Good	Good	15713	65.9
March 2007	Good	Good	Very Good	Good	16910	65.1
March 2005	Good	Good	Very Good	Good	16467	41.0
March 2003	Good	Good	Very Good	Good	16240	41.0
March 2001	Good	Good	Very Good	Good	16268	41.0
February 1998	Good	Good	Good	Good	15964	55.3
April 1996	Good	Good	Very Good	Very Good	7182	62.0
May 1994	Good	Good	Very Good	Good	6973	62.4

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.	1,142	1,142	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	14,152	14,152	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	48	48	0	0	0
Reinforced Concrete Abutment	linear ft.	112	112	0	0	0
Reinforced Concrete Pier Cap	linear ft.	90	90	0	0	0
Joints
Strip Seal Joint	linear ft.	98	98	0	0	0
Bearings
Elastomeric Bearing	each	24	24	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	586	586	0	0	0