RTE 908A over AMTRAK/CSXT/P&W

Map

Coordinates:
+40.85814, -73.83050
40°51'29" N, 73°49'50" W

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

Name:	RTE 908A over AMTRAK/CSXT/P&W
Structure number:	000000002241959
Location:	0.2MI NW JCT BRPC&BPP
Purpose:	Carries highway over railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	153.9 ft. `[46.9 m]`
Total length:	155.8 ft. `[47.5 m]`
Roadway width between curbs:	83.7 ft. `[25.5 m]`
Deck width edge-to-edge:	99.4 ft. `[30.3 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	55°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1940
Year reconstructed:	1997
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Girder and floorbeam system `[03]`
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:	78,163 `[as of 2009]`
Truck traffic:	5% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Good `[7 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]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	90.1
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$39,667,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2016	Good	Very Good	Good	Good	78163	90.1
October 2014	Fair	Good	Satisfactory	Satisfactory	78163	90.1
May 2012	Fair	Very Good	Satisfactory	Good	78200	90.1
June 2010	Fair	Very Good	Satisfactory	Good	78163	90.1
November 2008	Fair	Excellent	Satisfactory	Good	78163	90.1
August 2006	Fair	Excellent	Satisfactory	Good	116879	88.1
August 2004	Fair	Excellent	Satisfactory	Good	116879	89.2
June 2002	Good	Excellent	Good	Good	73241	90.4
June 2000	Good	Excellent	Very Good	Very Good	73241	94.5
December 1998	Good	Excellent	Good	Very Good	63116	95.0
October 1997	Fair	Very Good	Good	Satisfactory	57916	93.2
August 1996	Poor	Serious	Serious	Poor	57916	19.0
November 1995	Poor	Serious	Serious	Poor	57916	19.0
December 1994	Poor	Serious	Serious	Poor	78731	19.0
December 1993	Poor	Serious	Poor	Poor	57916	39.3
May 1992	Poor	Serious	Poor	Poor	66254	37.7
September 1990	Poor	Poor	Poor	Poor	77617	21.0

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	461	461	0	0	0
Steel Protective Coating	sq. ft.	12,056	3,014	6,028	1,808	1,206
Steel Stringer	linear ft.	2,474	2,474	0	0	0
Steel Protective Coating	sq. ft.	13,408	6,704	4,022	2,011	671
Deck
Reinforced Concrete Deck	sq. ft.	16,201	14,581	1,620	0	0
Superstructure
Steel Floor Beam	linear ft.	994	994	0	0	0
Steel Protective Coating	sq. ft.	10,248	5,124	1,537	2,562	1,025
Substructure
Reinforced Concrete Abutment	linear ft.	357	357	0	0	0
Joints
Compression Joint	linear ft.	348	284	44	20	0
Bearings
Elastomeric Bearing	each	8	8	0	0	0
Steel Protective Coating	sq. ft.	40	40	0	0	0
Pot Bearing	each	6	5	0	1	0
Steel Protective Coating	sq. ft.	30	30	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	154	154	0	0	0
Steel Protective Coating	sq. ft.	116	116	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	308	308	0	0	0