RTE 44 over AMTRAK, Gerald Drive, Ri

Map

Coordinates:
+41.70759, -73.96635
41°42'27" N, 73°57'59" W

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

Name:	RTE 44 over AMTRAK, Gerald Drive, Ri
Structure number:	000000005025530
Location:	JCT RTS 44-55 < HUDSON R
Purpose:	Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Tolls:	Yes `[1]`
Length of largest span:	1494.8 ft. `[455.6 m]`
Total length:	4201.0 ft. `[1280.4 m]`
Roadway width between curbs:	30.8 ft. `[9.4 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Vertical clearance above deck:	14.8 ft. `[4.5 m]`
Vertical clearance below bridge:	136.8 ft. `[41.7 m]`
Owner:	State Toll Authority `[31]`
Year built:	1930
Year reconstructed:	1989
Historic significance:	Historical significance is not determinable at this time `[4]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Suspension `[13]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	37,852 `[as of 2014]`
Truck traffic:	4% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Operating rating:	81.1 tons `[73.7 metric tons]`
Inventory rating:	36.0 tons `[32.7 metric tons]`
Sufficiency rating:	52.9
Recommended work:	Bridge deck rehabilitation with only incidental widening. `[36]`
Estimated cost of work:	$32,386,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
May 2016	52.9	Fair	Fair	Satisfactory	Satisfactory	FO	37852
July 2014	53.1	Fair	Fair	Satisfactory	Satisfactory	FO	37654
June 2012	53.1	Fair	Fair	Satisfactory	Satisfactory	FO	37700
August 2010	51.1	Fair	Fair	Satisfactory	Satisfactory	FO	40008
July 2008	52.9	Fair	Fair	Satisfactory	Satisfactory	FO	38482
May 2006	52.3	Fair	Fair	Satisfactory	Satisfactory	FO	38400
June 2004	54.3	Fair	Fair	Satisfactory	Satisfactory	FO	36411
July 2002	54.3	Fair	Fair	Satisfactory	Satisfactory	FO	36411
July 2000	52.3	Fair	Fair	Satisfactory	Satisfactory	FO	34699
June 1998	52.3	Fair	Fair	Satisfactory	Satisfactory	FO	34428
August 1996	47.2	Fair	Fair	Fair	Fair	-	32700
July 1994	45.2	Poor	Poor	Fair	Fair	SD	32030
July 1992	44.7	Poor	Poor	Fair	Fair	SD	32552
June 1991	44.2	Fair	Fair	Fair	Fair	-	32600