Share:

EAST DRIVE over THE LOCH

Map

Coordinates:
+40.79587, -73.95353
40°47'45" N, 73°57'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:EAST DRIVE over THE LOCH
Structure number:000000002246470
Location:N END OF CENTRAL PARK
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:21.0 ft. [6.4 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Owner:City or Municipal Highway Agency [04]
Historic significance:Bridge is on the National Register of Historic Places [1]
Main span material:Masonry [8]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,884 [as of 2010]
Truck traffic:6% of total traffic
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:57.3 tons [52.1 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:62.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$315,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201662.5Fair-SatisfactoryFair-3884
January 201462.3Fair-SatisfactoryFair-3884
January 201262.3Fair-SatisfactoryFair-3900
February 201057.2Fair-SatisfactoryFair-4800
February 200857.2Fair-SatisfactoryFair-4800
March 200657.2Fair-SatisfactoryFair-4800
March 200452.2Fair-SatisfactoryFair-4800
April 200252.2Fair-SatisfactoryFair-4800
April 200053.2Fair-SatisfactoryFair-4800
February 199853.2Fair-SatisfactoryFair-4800
April 199645.3Poor-FairPoorSD4800
May 199443.5Poor-FairPoorSD4800
May 199243.5Poor-FairPoorSD4800
April 199046.8Poor-FairPoorSD4800