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HWY QUEQUECHAN over WATER QUEQUECHAN RIVER

Bristol County, Massachusetts

Map

Coordinates:
+41.68859, -71.13963
41°41'19" N, 71°08'23" W

Facts

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

Name:	HWY QUEQUECHAN over WATER QUEQUECHAN RIVER
Structure number:	F020033JDMUNNBI
Location:	BTWN I195 & QUARRY ST
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	22.0 ft. `[6.7 m]`
Total length:	175.9 ft. `[53.6 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	43.3 ft. `[13.2 m]`
Skew angle:	11°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1895
Year reconstructed:	1940
Historic significance:	Historical significance is not determinable at this time `[4]`
Number of main spans:	8
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	15,107 `[as of 2017]`
Truck traffic:	9% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 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]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	75.3
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$3,607,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Good	Good	Satisfactory	15107	75.3
August 2016	Fair	Good	Good	Satisfactory	26400	73.2
August 2014	Fair	Good	Good	Satisfactory	29900	72.6
August 2012	Fair	Good	Good	Satisfactory	29900	72.6
March 2012	Fair	Good	Good	Satisfactory	29900	73.6
March 2010	Fair	Good	Good	Satisfactory	27700	74.0
March 2008	Fair	Good	Good	Satisfactory	27700	74.0
March 2006	Fair	Good	Good	Satisfactory	26000	76.3
March 2004	Fair	Satisfactory	Satisfactory	Satisfactory	26000	73.3
March 2002	Good	Good	Good	Good	26000	73.3
March 2000	Good	Good	Good	Good	13000	75.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	525	525	0	0	0
Substructure
Masonry Abutment	linear ft.	86	0	71	15	0
Reinforced Concrete Pile	each	56	48	7	1	0
Reinforced Concrete Pier Cap	linear ft.	358	358	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	350	350	0	0	0
Steel Protective Coating	sq. ft.	2,100	2,100	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	7,555	6,986	564	5	0
Wearing Surfaces	sq. ft.	4,550	3,176	1,206	168	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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