ST 88 over WATER WESTPORT RIVER

Map

Coordinates:
+41.51725, -71.06795
41°31'02" N, 71°04'05" W

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

Name:	ST 88 over WATER WESTPORT RIVER
Structure number:	W300163W6DOTNBI
Old structure number:	3W6225643004101 `(from 1992 edition)`
Location:	.8 MI S OF DRIFT RD.
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	75.1 ft. `[22.9 m]`
Total length:	1025.0 ft. `[312.4 m]`
Roadway width between curbs:	60.0 ft. `[18.3 m]`
Deck width edge-to-edge:	71.9 ft. `[21.9 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1958
Year reconstructed:	2004
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:	Movable - Bascule `[16]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,500 `[as of 2018]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Pier/abutment protection:	In place and functioning `[2]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	50.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$34,663,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Good	Fair	Satisfactory	6500	50.4
October 2016	Fair	Good	Fair	Satisfactory	6500	51.4
October 2014	Fair	Good	Fair	Satisfactory	7500	49.9
December 2012	Fair	Good	Fair	Satisfactory	7500	49.9
December 2010	Poor	Very Good	Poor	Satisfactory	7500	51.1
December 2008	Poor	Very Good	Poor	Satisfactory	7500	51.1
October 1998	Poor	Satisfactory	Poor	Fair	3000	23.6
January 1997	Poor	Satisfactory	Poor	Fair	2400	25.9
May 1995	Poor	Satisfactory	Poor	Satisfactory	2400	46.9
July 1991	Fair	Good	Satisfactory	Satisfactory	10750	75.3

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.	9,978	9,168	0	810	0
Steel Protective Coating	sq. ft.	89,118	68,968	5,000	5,100	10,050
Steel Stringer	linear ft.	1,056	955	0	100	1
Steel Protective Coating	sq. ft.	4,815	4,810	0	0	5
Deck
Reinforced Concrete Deck	sq. ft.	68,064	67,264	700	100	0
Wearing Surfaces	sq. ft.	52,472	52,427	35	10	0
Superstructure
Steel Floor Beam	linear ft.	577	77	0	500	0
Steel Protective Coating	sq. ft.	4,408	4,388	0	0	20
Substructure
Reinforced Concrete Pier Wall	linear ft.	160	137	15	8	0
Reinforced Concrete Abutment	linear ft.	167	137	20	10	0
Steel Pile	each	101	101	0	0	0
Reinforced Concrete Pier Cap	linear ft.	770	570	185	15	0
Deck
Open Grid Deck	sq. ft.	3,248	3,248	0	0	0
Concrete Filled Grid Deck	sq. ft.	1,680	1,640	0	40	0
Joints
Strip Seal Joint	linear ft.	239	39	200	0	0
Open Joint	linear ft.	119	119	0	0	0
Bearings
Elastomeric Bearing	each	170	50	86	34	0
Other Bearing	each	16	15	1	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	2,050	2,045	0	5	0
Steel Protective Coating	sq. ft.	41,000	39,000	2,000	0	0