Share:

HWY AMES AVE over WATER HITHER CREEK

Map

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

Facts

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]

Latest Available Inspection: May 2017

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

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairVery GoodGoodSatisfactory50034.0
May 2015GoodVery GoodGoodGood50034.0
May 2013GoodVery GoodGoodGood50034.0
May 2011PoorPoorPoorGood9004.0
May 2009FairFairFairGood90018.6
September 2008FairFairFairGood90018.6
September 2006FairFairSatisfactoryGood90028.6
September 2004FairSatisfactoryFairGood120019.6
September 2002FairSatisfactoryGoodGood120058.6
September 2000GoodGoodGoodGood120059.6
September 1998FairSatisfactoryGoodGood105060.4
September 1996GoodGoodGoodGood30071.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.1,5881,44214600
Substructure
Timber Abutmentlinear ft.5149200
Timber Pileeach32161600
Timber Pier Caplinear ft.1811503100
Deck
Timber Decksq. ft.2,2242,224000
Bridge Rail
Timber Bridge Raillinear ft.1961524400