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US 00007 ML over NESHOBE RIVER

Map

Coordinates:
+43.79929, -73.08876
43°47'57" N, 73°05'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 00007 ML over NESHOBE RIVER
Structure number:200019011411022
Location:0.2 MI S JCT. VT.73
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:16.1 ft. [4.9 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:Town or Township Highway Agency [03]
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
Main spans material:Masonry [8]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,200 [as of 2007]
Truck traffic:10% 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 minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:69.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$596,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Fair5 out of 101120069.9
May 2015Fair5 out of 101120065.9
June 2013Fair5 out of 101120029.2
October 2011Poor4 out of 101120049.9
April 2009PoorN out of 101120045.0
July 2007PoorN out of 101120045.0
July 2005PoorN out of 101120035.9
October 2003PoorN out of 101120021.9
August 2001PoorN out of 101120038.9
September 1999FairN out of 101120060.9
August 1997FairN out of 101140071.9
September 1995FairN out of 101125970.7
September 1993FairN out of 101188670.6
October 1991FairN out of 10708067.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Masonry Archlinear ft.32016160
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.391712100