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LEWIS-WADHAM ROAD over BRANCH BROOK

Map

Coordinates:
+44.27103, -73.55714
44°16'16" N, 73°33'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LEWIS-WADHAM ROAD over BRANCH BROOK
Structure number:000000003302630
Location:.5 MI E LEWIS
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:County Highway Agency [02]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:153 [as of 2017]
Truck traffic:6% of total traffic
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:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Sufficiency rating:83.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$349,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2018Fair5 out of 1015383.4
June 2017Fair5 out of 1026081.9
May 2016Fair5 out of 1027281.8
May 2015Fair6 out of 1027090.9
June 2014Fair6 out of 1027090.9
July 2012Good7 out of 1027090.9
August 2010FairN out of 1031190.8
September 2008FairN out of 1031190.8
August 2006FairN out of 1031190.8
September 2004FairN out of 1031179.8
July 2002FairN out of 1031179.4
September 2000Fair6 out of 1010093.1
August 1998FairN out of 1010082.0
June 1996FairN out of 1010083.8
June 1994FairN out of 1010082.8
April 1992FairN out of 1010082.8
August 1990FairN out of 1010083.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.60046140
Reinforced Concrete Pile Cap/Footinglinear ft.60003228
Culvert
Steel Culvertlinear ft.3030000
Steel Protective Coatingsq. ft.1,5001,4257500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7875030
Steel Protective Coatingsq. ft.289028900