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 2014 

Status:Open, no restriction [A]
Average daily traffic:3,884 [as of 2010]
Truck traffic:5% 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:26.8 tons [24.4 metric tons]
Sufficiency rating:62.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$133,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201462.3Not deficient-SatisfactoryFair3884
January 201262.3Not deficient-SatisfactoryFair3900
February 201057.2Not deficient-SatisfactoryFair4800
February 200857.2Not deficient-SatisfactoryFair4800
March 200657.2Not deficient-SatisfactoryFair4800
March 200452.2Not deficient-SatisfactoryFair4800
April 200252.2Not deficient-SatisfactoryFair4800
April 200053.2Not deficient-SatisfactoryFair4800
February 199853.2Not deficient-SatisfactoryFair4800
April 199645.3Structurally deficient-FairPoor4800
May 199443.5Structurally deficient-FairPoor4800
May 199243.5Structurally deficient-FairPoor4800
April 199046.8Structurally deficient-FairPoor4800