HWY AMES AVE over WATER HITHER CREEK

Map

Coordinates:
+41.27228, -70.20373
41°16'20" N, 70°12'13" W

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

Name:	HWY AMES AVE over WATER HITHER CREEK
Structure number:	N02003442MUNNBI
Old structure number:	442TWN729002100 `(from 1992 edition)`
Location:	.1 MI NW OF MADAKET RD
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	13.8 ft. `[4.2 m]`
Total length:	98.1 ft. `[29.9 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	25.3 ft. `[7.7 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1946
Year reconstructed:	1983
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	7
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]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	500 `[as of 2017]`
Truck traffic:	10% 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 corrrective action `[3]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	34.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,213,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Very Good	Good	Satisfactory	500	34.0
May 2015	Good	Very Good	Good	Good	500	34.0
May 2013	Good	Very Good	Good	Good	500	34.0
May 2011	Poor	Poor	Poor	Good	900	4.0
May 2009	Fair	Fair	Fair	Good	900	18.6
September 2008	Fair	Fair	Fair	Good	900	18.6
September 2006	Fair	Fair	Satisfactory	Good	900	28.6
September 2004	Fair	Satisfactory	Fair	Good	1200	19.6
September 2002	Fair	Satisfactory	Good	Good	1200	58.6
September 2000	Good	Good	Good	Good	1200	59.6
September 1998	Fair	Satisfactory	Good	Good	1050	60.4
September 1996	Good	Good	Good	Good	300	71.5

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.	1,588	1,442	146	0	0
Substructure
Timber Abutment	linear ft.	51	49	2	0	0
Timber Pile	each	32	16	16	0	0
Timber Pier Cap	linear ft.	181	150	31	0	0
Deck
Timber Deck	sq. ft.	2,224	2,224	0	0	0
Bridge Rail
Timber Bridge Rail	linear ft.	196	152	44	0	0