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BARKERSVILLE ROAD over CADMAN CREEK

Saratoga County, New York

Map

Coordinates:
+43.08859, -74.07807
43°05'19" N, 74°04'41" W
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Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BARKERSVILLE ROAD over CADMAN CREEK
Structure number:000000003304740
Location:2.8 MI NW NY29
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:22.0 ft. [6.7 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1937
Year reconstructed:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
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:1,017 [as of 2017]
Truck traffic:4% 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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; bridge foundations determined to be unstable. [3]
Sufficiency rating:67.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$232,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2018Fair5 out of 10101767.0
June 2016Fair5 out of 1075085.8
June 2014Fair5 out of 1074684.0
July 2012Fair5 out of 1085081.4
July 2010Fair5 out of 1078181.4
August 2008Fair5 out of 1085581.4
August 2006Fair5 out of 1053384.0
August 2004FairN out of 1053396.8
August 2002FairN out of 1053395.8
June 2000Fair6 out of 1053395.8
May 1998Good7 out of 1053396.8
May 1996Fair5 out of 1053386.8
May 1994Fair5 out of 1053385.8
March 1992Fair5 out of 1053384.8
May 1990Fair5 out of 1053381.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.70060100
Reinforced Concrete Pile Cap/Footinglinear ft.70035350
Culvert
Steel Culvertlinear ft.3500350
Steel Protective Coatingsq. ft.1,40201,2620140
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5552300
Steel Protective Coatingsq. ft.203203000