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HWY MASSASOIT RD over WATER LONG POND

Nantucket County, Massachusetts

Map

Coordinates:
+41.27219, -70.18557
41°16'20" N, 70°11'08" W

Facts

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

Name:	HWY MASSASOIT RD over WATER LONG POND
Structure number:	N02004443MUNNBI
Location:	.3 MI S OF MADAKET RD
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	7.2 ft. `[2.2 m]`
Total length:	61.7 ft. `[18.8 m]`
Roadway width between curbs:	10.8 ft. `[3.3 m]`
Deck width edge-to-edge:	11.8 ft. `[3.6 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1981
Historic significance:	Historical significance is not determinable at this time `[4]`
Number of main spans:	8
Main spans material:	Wood or timber `[7]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	500 `[as of 2017]`
Truck traffic:	5% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Good `[7 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:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	48.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$2,344,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Very Good	Good	Satisfactory	500	48.8
May 2015	Fair	Very Good	Good	Fair	500	38.7
May 2013	Good	Very Good	Good	Good	500	48.8
May 2011	Fair	Satisfactory	Good	Satisfactory	500	48.8
May 2009	Good	Very Good	Good	Good	500	48.9
September 2008	Good	Very Good	Good	Good	500	48.9
September 2006	Good	Excellent	Excellent	Good	500	48.9
September 2004	Fair	Fair	Good	Good	800	45.6
September 2002	Poor	Poor	Good	Good	600	74.8
September 2000	Fair	Satisfactory	Good	Good	520	77.8

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
Timber Girder/Beam	linear ft.	370	370	0	0	0
Substructure
Timber Pile	each	24	22	0	2	0
Timber Pier Cap	linear ft.	288	134	138	8	8
Deck
Timber Deck	sq. ft.	740	740	0	0	0
Bridge Rail
Timber Bridge Rail	linear ft.	123	92	31	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1237485