Share:

ST 2 A/LNENBRG ST over WATER BAKER BROOK

Map

Coordinates:
+42.58579, -71.77786
42°35'09" N, 71°46'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ST 2 A/LNENBRG ST over WATER BAKER BROOK
Structure number:F040451KQDOTNBI
Old structure number:1KQ011387003101 (from 1992 edition)
Location:100 FT E OF J. FITCH HWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:31.2 ft. [9.5 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:16,796 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:68.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$991,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorPoorFairGood1679668.8
May 2017PoorPoorFairGood1679668.5
May 2015PoorPoorFairGood1997267.9
May 2013FairFairFairGood3500067.1
May 2011FairFairFairGood3500067.1
May 2009FairFairFairGood3500067.1
May 1999FairSatisfactorySatisfactoryGood855783.5
May 1997FairSatisfactorySatisfactoryGood855781.5
May 1995FairSatisfactorySatisfactoryGood855782.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.315150140250
Deck
Reinforced Concrete Decksq. ft.1,9751,150759660
Wearing Surfacessq. ft.1,4801,070400100
Substructure
Reinforced Concrete Abutmentlinear ft.1901751230
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7436830