WHITE HORSE ROAD over PATCO HSL & NJT

Map

Coordinates:
+39.83611, -75.00213
39°50'10" N, 75°00'08" W

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

Name:	WHITE HORSE ROAD over PATCO HSL & NJT
Structure number:	046D057
Location:	0.27 MI E OF ROUTE 30
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	55.1 ft. `[16.8 m]`
Total length:	176.8 ft. `[53.9 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	44.0 ft. `[13.4 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	27°
Owner:	County Highway Agency `[02]`
Year built:	1969
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	4
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	23,160 `[as of 2017]`
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 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:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	54.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$9,571,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Satisfactory	Fair	23160	54.0
April 2015	Fair	Satisfactory	Satisfactory	Fair	22700	56.1
April 2013	Fair	Satisfactory	Fair	Fair	13833	60.6
June 2011	Fair	Satisfactory	Fair	Fair	13560	60.7
April 2009	Fair	Satisfactory	Fair	Fair	13293	58.8
March 2007	Fair	Satisfactory	Fair	Fair	18250	56.9
April 2005	Fair	Satisfactory	Satisfactory	Fair	17900	56.0
January 2003	Fair	Satisfactory	Fair	Fair	17065	57.3
January 2001	Fair	Satisfactory	Fair	Satisfactory	16405	57.6
October 1998	Fair	Satisfactory	Fair	Satisfactory	16405	57.6
August 1996	Fair	Satisfactory	Fair	Satisfactory	15453	58.0
March 1994	Fair	Satisfactory	Fair	Satisfactory	15150	76.7
January 1992	Fair	Satisfactory	Fair	Satisfactory	15150	76.7

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.	1,001	15	986	0	0
Steel Protective Coating	sq. ft.	7,818	0	6,567	1,251	0
Deck
Reinforced Concrete Deck	sq. ft.	7,781	0	7,688	93	0
Substructure
Reinforced Concrete Column	each	9	6	2	1	0
Reinforced Concrete Pier Wall	linear ft.	59	54	3	2	0
Reinforced Concrete Abutment	linear ft.	88	56	24	7	1
Reinforced Concrete Pile Cap/Footing	linear ft.	28	28	0	0	0
Reinforced Concrete Pier Cap	linear ft.	132	94	28	8	2
Joints
Compression Joint	linear ft.	247	0	238	9	0
Bearings
Movable Bearing	each	24	0	0	24	0
Fixed Bearing	each	24	0	0	24	0