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CR 505 & CR 102 I over Oradell Reservoir Pipes

Map

Coordinates:
+40.98431, -73.96923
40°59'04" N, 73°58'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 505 & CR 102 I over Oradell Reservoir Pipes
Structure number:020007E
Location:0.18 mi E.of Schraalenbur
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:5.9 ft. [1.8 m]
Total length:78.1 ft. [23.8 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:7
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:9,945 [as of 2014]
Truck traffic:4% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
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: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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:61.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$316,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201661.7Poor4 out of 10SD9945
July 201481.3Fair5 out of 10FO9945
August 201280.3Fair5 out of 10FO9750