HWY NEW BOSTN RD over I 195

Map

Coordinates:
+41.66135, -70.86288
41°39'41" N, 70°51'46" W

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

Name:	HWY NEW BOSTN RD over I 195
Structure number:	F010153PVDOTNBI
Old structure number:	058614001100 `(from 1992 edition)`
Location:	1.3 MI E OF ST 240
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	129.9 ft. `[39.6 m]`
Total length:	259.9 ft. `[79.2 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	41.3 ft. `[12.6 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1971
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,500 `[as of 2015]`
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	91.5
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$3,713,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Fair	Satisfactory	Satisfactory	Good	4500	91.5
February 2015	Fair	Satisfactory	Satisfactory	Satisfactory	4500	91.5
February 2013	Fair	Satisfactory	Satisfactory	Good	4000	91.9
February 2011	Fair	Satisfactory	Satisfactory	Good	4000	92.9
February 2009	Fair	Satisfactory	Satisfactory	Good	4000	92.9
January 1995	Good	Good	Good	Good	26515	89.4
February 1993	Good	Good	Good	Good	26515	86.4
February 1991	Good	Good	Good	Good	26515	94.0

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.	1,559	1,169	390	0	0
Steel Protective Coating	sq. ft.	1,998	1,998	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	10,742	4,476	6,266	0	0
Wearing Surfaces	sq. ft.	8,355	2,089	6,266	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	40	40	0	0	0
Reinforced Concrete Abutment	linear ft.	233	228	5	0	0
Reinforced Concrete Pier Cap	linear ft.	42	42	0	0	0
Joints
Assembly with Seal	each	64	64	0	0	0
Bearings
Movable Bearing	each	12	6	6	0	0
Steel Protective Coating	sq. ft.	999	999	0	0	0
Fixed Bearing	each	6	6	0	0	0
Steel Protective Coating	sq. ft.	999	999	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	640	640	0	0	0