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ROBBINS ROAD over LABRADOR CREEK

Map 

Coordinates:
+42.73313, -76.02749
42°43'59" N, 76°01'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROBBINS ROAD over LABRADOR CREEK
Structure number:000000002268600
Location:1.5 MI N OF TRUXTON NAMLT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:7.9 ft. [2.4 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:Town or Township Highway Agency [03]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:114 [as of 2012]
Truck traffic:7% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:80.6 tons [73.3 metric tons]
Inventory rating:21.6 tons [19.6 metric tons]
Sufficiency rating:46.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$206,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201546.9Poor4 out of 10SD114
July 201446.7Poor4 out of 10SD114
July 201348.1Poor4 out of 10SD40
June 201248.1Poor4 out of 10SD40
July 201148.1Poor4 out of 10SD40
July 201037.8Poor3 out of 10SD36
August 200937.8Poor3 out of 10SD36
September 200837.8Poor3 out of 10SD36
November 200737.8Poor3 out of 10SD36
October 200637.8Poor3 out of 10SD36
October 200537.8Poor3 out of 10SD36
September 200437.8Poor3 out of 10SD36
September 200337.8Poor3 out of 10SD36
August 200241.5Poor4 out of 10SD36
August 200141.5Poor4 out of 10SD36
July 200041.5Poor4 out of 10SD36
July 199937.9Poor3 out of 10SD33
June 199837.9Poor3 out of 10SD33
July 199737.9Poor3 out of 10SD33
July 199640.4Poor3 out of 10SD20
June 199541.9Poor4 out of 10SD20
May 199363.8Poor4 out of 10SD20