Bridge Statistics for New York, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 2246069, Location: SE END OF CENTRAL PARK (Lat: 40.767644, Lng: -73.972192), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 587 (year 1999), Average Future Daily Traffic: 822 (year 2019), Features Intersected: PEDESTRIAN WALK, Facility Carried by Structure: EAST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 20 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 4.9m (16.1ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 25.2m (82.7ft)

Condition: Superstructure: Fair, Substructure: Fair, Operating Rating: 50.6 metric tons, Inventory Rating: 21.2 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $1,664,000, Roadway Improvement Cost: $974,000, Total Project Cost: $2,638,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224608, Location: SW END OF CENTRAL PARK (Lat: 40.770608, Lng: -73.978403), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 9,282 (year 1999), Average Future Daily Traffic: 12,995 (year 2019), Features Intersected: BRIDLE OPP 64 ST, Facility Carried by Structure: WEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 24.9m (81.7ft)

Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 22.0 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $1,185,000, Roadway Improvement Cost: $694,000, Total Project Cost: $1,879,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22461, Location: IN CENTRAL PARK (Lat: 40.769403, Lng: -73.974575), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5,700 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 7,980 (year 2031), Features Intersected: TRANSV RD NO 1, Facility Carried by Structure: CENTRAL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 39.6m (129.9ft)

Condition: Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 39.1 metric tons, Inventory Rating: 10.7 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $13,927,000, Roadway Improvement Cost: $8,156,000, Total Project Cost: $22,083,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224611, Location: SE END OF CENTRAL PARK (Lat: 40.768878, Lng: -73.972289), Route carried "on" structure: City street , Year Built: 1905, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 14,700 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 20,580 (year 2030), Features Intersected: 65TH ST TRANSVERS, Facility Carried by Structure: EAST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 6.7m (22.0ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 39.6m (129.9ft)

Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 42.7 metric tons, Inventory Rating: 16.9 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $5,225,000, Roadway Improvement Cost: $3,060,000, Total Project Cost: $8,285,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224612, Location: SW END OF CENTRAL PARK (Lat: 40.771556, Lng: -73.977522), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 14,700 (year 1971), Average Future Daily Traffic: 20,580 (year 1991), Features Intersected: TRANSVERSE RD 1, Facility Carried by Structure: WEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 52.1m (170.9ft)

Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.4 metric tons, Inventory Rating: 18.8 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $8,651,000, Roadway Improvement Cost: $5,066,000, Total Project Cost: $13,717,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224614, Location: IN CENTRAL PARK (Lat: 40.775592, Lng: -73.975481), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 4,250 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 5,950 (year 2030), Features Intersected: BRIDLE PATH, Facility Carried by Structure: 72ST ENT TO W DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 30.4m (99.7ft)

Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.2 metric tons, Inventory Rating: 17.8 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $6,309,000, Roadway Improvement Cost: $3,695,000, Total Project Cost: $10,004,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224615, Location: IN CENTRAL PARK (Lat: 40.773297, Lng: -73.971986), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 3,923 (year 1994), Truck Traffic: 10%, Average Future Daily Traffic: 5,492 (year 2014), Features Intersected: NR CONCERT GRNDS, Facility Carried by Structure: 72ND ST CROSS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Aluminum, Iron, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 15.4m (50.5ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 metric tons, Inventory Rating: 21.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $3,570,000, Roadway Improvement Cost: $2,091,000, Total Project Cost: $5,661,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224617, Location: CENTER OF CENTRAL PARK (Lat: 40.773633, Lng: -73.968983), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 7,000 (year 2030), Features Intersected: PED WALK OPP 73ST, Facility Carried by Structure: EAST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 52.3 metric tons, Inventory Rating: 24.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $8,603,000, Roadway Improvement Cost: $5,038,000, Total Project Cost: $13,641,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224623, Location: IN CENTRAL PARK (Lat: 40.778269, Lng: -73.966694), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 5,664 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 7,930 (year 2021), Features Intersected: 79TH ST TRANSVERS, Facility Carried by Structure: EAST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 5.1m (16.7ft), Right: 4.8m (15.7ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 38.7m (127.0ft)

Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 42.7 metric tons, Inventory Rating: 16.9 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $5,097,000, Roadway Improvement Cost: $2,985,000, Total Project Cost: $8,082,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224624, Location: IN CENTRAL PARK (Lat: 40.780311, Lng: -73.971497), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 7,140 (year 2030), Features Intersected: 79TH ST TRANSVERS, Facility Carried by Structure: WEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.657, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 47.5m (155.8ft)

Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 40.6 metric tons, Inventory Rating: 11.3 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $12,736,000, Roadway Improvement Cost: $7,458,000, Total Project Cost: $20,194,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224625, Location: E END OF CENTRAL PARK (Lat: 40.758058, Lng: -73.998308), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,500 (year 1971), Truck Traffic: 10%, Average Future Daily Traffic: 11,900 (year 1991), Features Intersected: TRANSV RD NO 3N, Facility Carried by Structure: EAST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 6.0m (19.7ft), Right: 4.1m (13.5ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 35.1m (115.2ft)

Condition: Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 40.9 metric tons, Inventory Rating: 11.4 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $8,993,000, Roadway Improvement Cost: $5,266,000, Total Project Cost: $14,259,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224626, Location: IN CENTRAL PARK (Lat: 40.784397, Lng: -73.967119), Route carried "on" structure: Other road , Year Built: 1920, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 6,303 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 8,824 (year 2021), Features Intersected: 86TH ST TRANSVERS, Facility Carried by Structure: WEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 1 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 34.1m (111.9ft)

Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 42.7 metric tons, Inventory Rating: 16.9 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $4,495,000, Roadway Improvement Cost: $2,632,000, Total Project Cost: $7,127,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224627, Location: IN CENTRAL PARK (Lat: 40.789400, Lng: -73.957242), Route carried "on" structure: Other road , Year Built: 1920, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,850 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 3,990 (year 2030), Features Intersected: 97TH ST TRANSVERS, Facility Carried by Structure: EAST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 9 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 41.1m (134.8ft)

Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.1 metric tons, Inventory Rating: 15.8 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $13,826,000, Roadway Improvement Cost: $8,097,000, Total Project Cost: $21,923,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224628, Location: IN CENTRAL PARK (Lat: 40.791536, Lng: -73.962458), Route carried "on" structure: Other road , Year Built: 1920, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 3,950 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 5,530 (year 2021), Features Intersected: 97TH ST TRANSVERS, Facility Carried by Structure: WEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.282, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 29.1m (95.5ft)

Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.0 metric tons, Inventory Rating: 15.7 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $8,738,000, Roadway Improvement Cost: $5,117,000, Total Project Cost: $13,855,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224633, Location: IN CENTRAL PARK (Lat: 40.777908, Lng: -73.972567), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 7,140 (year 2030), Features Intersected: FEEDER TO LAKE, Facility Carried by Structure: WEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 7.0m (23.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 20.5m (67.3ft)

Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.1 metric tons, Inventory Rating: 23.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $106,000, Total Project Cost: $287,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224636, Location: CENTER OF CENTRAL PARK (Lat: 40.781792, Lng: -73.968819), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 5,111 (year 1999), Average Future Daily Traffic: 7,155 (year 2019), Features Intersected: PED WALK OPP 82ST, Facility Carried by Structure: WEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 4 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 16.9m (55.4ft)

Condition: Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Inventory Rating: 17.8 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $3,395,000, Roadway Improvement Cost: $1,988,000, Total Project Cost: $5,383,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224641, Location: NE END OF CENTRAL PARK (Lat: 40.768236, Lng: -73.970878), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 42,044 (year 1999), Average Future Daily Traffic: 58,862 (year 2019), Features Intersected: PED WALK NEAR 5AV, Facility Carried by Structure: TRANSVERSE ROAD 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 14.3m (46.9ft)

Condition: Superstructure: Fair, Substructure: Fair, Operating Rating: 43.8 metric tons, Inventory Rating: 17.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $1,637,000, Roadway Improvement Cost: $959,000, Total Project Cost: $2,596,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224643, Location: IN CENTRAL PARK (Lat: 40.800289, Lng: -73.958092), Route carried "on" structure: Other road , Year Built: 1920, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 9,000 (year 2009), Average Future Daily Traffic: 12,600 (year 2029), Features Intersected: PED. OPP 109TH ST, Facility Carried by Structure: WEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 49.3 metric tons, Inventory Rating: 20.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $7,093,000, Roadway Improvement Cost: $666,000, Total Project Cost: $7,759,000 ( Estimate for 2011), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224646, Location: IN CENTRAL PARK (Lat: 40.778761, Lng: -73.973417), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 348 (year 1999), Average Future Daily Traffic: 487 (year 2019), Features Intersected: PED PATH OPP 77ST, Facility Carried by Structure: 77ST ENT WESTDR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.8m (9.2ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Superstructure: Fair, Substructure: Fair, Operating Rating: 45.6 metric tons, Inventory Rating: 18.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $30,380,000, Roadway Improvement Cost: $2,851,000, Total Project Cost: $33,231,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224647, Location: N END OF CENTRAL PARK (Lat: 40.796003, Lng: -73.953225), Route carried "on" structure: Other road , Year Built: 1900, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,900 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 5,460 (year 2030), Features Intersected: THE LOCH, Facility Carried by Structure: EAST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.264, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 17.0m (55.8ft)

Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.1 metric tons, Inventory Rating: 24.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $3,124,000, Roadway Improvement Cost: $1,829,000, Total Project Cost: $4,953,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2246489, Location: AT WASHINGTON HEIGHTS (Lat: 40.848039, Lng: -73.930572), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 42,813 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 59,938 (year 2022), Features Intersected: RAMP TO WASH BR, Facility Carried by Structure: WEST 181ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.8 metric tons, Inventory Rating: 25.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $8,099,000, Roadway Improvement Cost: $4,743,000, Total Project Cost: $12,842,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224649, Location: IN HARLEM (Lat: 40.827028, Lng: -73.935136), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 15,884 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 22,238 (year 2022), Features Intersected: A.C.POWEL BLVD, Facility Carried by Structure: A.C.POWEL BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 58.5 metric tons, Inventory Rating: 22.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $11,460,000, Roadway Improvement Cost: $1,075,000, Total Project Cost: $12,535,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22465, Location: IN FORT TRYON PARK (Lat: 40.862900, Lng: -73.932797), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 905 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 1,267 (year 2016), Features Intersected: ENT FM RVRSIDE DR, Facility Carried by Structure: FORT TRYON PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 24.9m (81.7ft)

Condition: Superstructure: Fair, Substructure: Fair, Operating Rating: 42.7 metric tons, Inventory Rating: 16.9 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $56,842,000, Roadway Improvement Cost: $5,334,000, Total Project Cost: $62,176,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224651, Location: AT FORT TRYON PARK (Lat: 40.863906, Lng: -73.931475), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 918 (year 1996), Truck Traffic: 4%, Average Future Daily Traffic: 1,285 (year 2016), Features Intersected: CORBIN PLACE, Facility Carried by Structure: CORBIN PLACE OVPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.4m (34.1ft)

Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.7 metric tons, Inventory Rating: 17.2 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $1,710,000, Roadway Improvement Cost: $1,001,000, Total Project Cost: $2,711,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224654, Location: MIDTOWN MANHATTAN (Lat: 40.748428, Lng: -73.980328), Route carried "on" structure: Other road , Year Built: 1919, Year Reconstructed: 1972, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 19,443 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 27,220 (year 2022), Features Intersected: PARK AVE(TUNNEL), Facility Carried by Structure: EAST 34TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 21, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Tunnel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 6.7m (22.0ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 424.8m (1,393.7ft)

Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 49.3 metric tons, Inventory Rating: 20.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $166,873,000, Roadway Improvement Cost: $15,660,000, Total Project Cost: $182,533,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224655, Location: MIDTOWN MANHATTAN (Lat: 40.752208, Lng: -73.977972), Route carried "on" structure: City street , Year Built: 1917, Status: Posted for load, Structure Length: 15.69m (51.48ft), Average Daily Traffic: 28,161 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 39,425 (year 2022), Features Intersected: 42ND STREET, 41ST STREET, Facility Carried by Structure: PARK AVE. VIADUCT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 10, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 14.0 metric tons, Inventory Rating: 14.0 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 15.69m (51.48ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: December 11, Critical Feature Inspection Date: December 11, Bridge Improvement Cost: $16,688,000, Roadway Improvement Cost: $9,772,000, Total Project Cost: $26,460,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 224656, Location: IN MANHATTAN (Lat: 40.749142, Lng: -73.970486), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 1,649 (year 1996), Truck Traffic: 4%, Average Future Daily Traffic: 2,309 (year 2016), Features Intersected: EAST 42ND STREET, Facility Carried by Structure: TUDOR CITY PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.6m (103.7ft), Curb or Sidewalk Widths: Left: 4.5m (14.8ft), Right: 4.4m (14.4ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $4,455,000, Roadway Improvement Cost: $2,609,000, Total Project Cost: $7,064,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 224657, Location: IN MIDTOWN MANHATTAN (Lat: 40.750739, Lng: -73.968567), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 15,260 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 21,364 (year 2016), Design Load: HS 20+Mod, Features Intersected: FIRST AVE TUNNEL, Facility Carried by Structure: UNITED NATIONS PL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 4.5m (14.8ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 42.0m (137.8ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 79.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $46,455,000, Roadway Improvement Cost: $27,204,000, Total Project Cost: $73,659,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224666, Location: OVER ST CLAIR PL-TO 134ST (Lat: 40.818772, Lng: -73.959758), Route carried "on" structure: City street , Year Built: 1897, Year Reconstructed: 1988, Status: Open, Structure Length: 55.13m (180.87ft), Average Daily Traffic: 12,408 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 17,371 (year 2022), Design Load: HS 20, Features Intersected: W125 ST, 12TH AVENUE, W, Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 28, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 26, Number Of Approach Spans: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 55.13m (180.87ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 11, Critical Feature Inspection Date: July 11, Bridge Improvement Cost: $79,512,000, Roadway Improvement Cost: $46,562,000, Total Project Cost: $126,074,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224667, Location: OVER 134TH ST- RIV DR VIA (Lat: 40.820578, Lng: -73.958436), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1988, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,459 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 2,043 (year 2022), Design Load: HS 20, Features Intersected: TERRAIN, Facility Carried by Structure: WEST 134TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 11, Critical Feature Inspection Date: July 11, Bridge Improvement Cost: $3,982,000, Roadway Improvement Cost: $2,332,000, Total Project Cost: $6,314,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224669, Location: IN ISHAM PARK (Lat: 40.873656, Lng: -73.919344), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 2002, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,000 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 1,400 (year 2019), Design Load: HS 25, Features Intersected: HARLEM RIV INLET, Facility Carried by Structure: ISHAM PK VEHICULR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 6.0m (19.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $1,128,000, Roadway Improvement Cost: $661,000, Total Project Cost: $1,789,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224671, Location: AT HARLEM (Lat: 40.826683, Lng: -73.935389), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 4,003 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 5,604 (year 2022), Features Intersected: ADAM CLTN PO BLVD, Facility Carried by Structure: WEST 153RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 3.8m (12.5ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.1 metric tons, Inventory Rating: 24.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $11,601,000, Roadway Improvement Cost: $6,794,000, Total Project Cost: $18,395,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224672, Location: IN NW MANHATTAN (Lat: 40.836403, Lng: -73.948506), Route carried "on" structure: City street , Year Built: 1927, Year Reconstructed: 1985, Status: Open, Structure Length: 58.64m (192.39ft), Average Daily Traffic: 17,429 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 24,401 (year 2022), Features Intersected: WEST 158TH STREET, AMTRA, Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 39, Number Of Approach Spans: 38, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 4.7m (15.4ft), Right: 4.7m (15.4ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 34.4 metric tons, Inventory Rating: 10.5 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 58.64m (192.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 11, Critical Feature Inspection Date: December 11, Bridge Improvement Cost: $310,791,000, Roadway Improvement Cost: $29,167,000, Total Project Cost: $339,958,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224697, Location: IN WEST MANHATTAN (Lat: 40.796017, Lng: -73.975031), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1997, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 11,610 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 16,254 (year 2022), Features Intersected: WEST 96TH STREET, Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.8 metric tons, Inventory Rating: 17.2 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 11, Critical Feature Inspection Date: May 11, Bridge Improvement Cost: $11,607,000, Roadway Improvement Cost: $6,797,000, Total Project Cost: $18,404,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224698, Location: WEST MANHATTAN (Lat: 40.822889, Lng: -73.955736), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 11,911 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 16,675 (year 2022), Features Intersected: W.138TH STREET, Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 15.6m (51.2ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 40.5m (132.9ft)

Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 40.9 metric tons, Inventory Rating: 15.6 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $6,675,000, Roadway Improvement Cost: $3,909,000, Total Project Cost: $10,584,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224704, Location: IN FLUSHING (Lat: 40.759900, Lng: -73.826247), Route carried "on" structure: City street , Year Built: 1912, Year Reconstructed: 1998, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 11,700 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 16,380 (year 2030), Design Load: HS 25, Features Intersected: LONG ISLAND-PW BR, Facility Carried by Structure: UNION STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 3.3m (10.8ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Bridge Improvement Cost: $1,620,000, Roadway Improvement Cost: $949,000, Total Project Cost: $2,569,000 ( Estimate for 2011), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 224705, Location: IN FLUSHING (Lat: 40.760419, Lng: -73.824164), Route carried "on" structure: City street , Year Built: 1913, Year Reconstructed: 1990, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 8,111 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 11,355 (year 2019), Design Load: HS 20, Features Intersected: LONG ISLAND RR-PW, Facility Carried by Structure: BOWNE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 4.1m (13.5ft), Right: 4.1m (13.5ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $40,000, Total Project Cost: $108,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224706, Location: IN FLUSHING (Lat: 40.761044, Lng: -73.821831), Route carried "on" structure: City street , Year Built: 1913, Year Reconstructed: 1980, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 11,200 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 15,680 (year 2029), Features Intersected: LONG ISLAND RR-PW, Facility Carried by Structure: PARSONS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.082, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 3.9m (12.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $2,695,000, Roadway Improvement Cost: $1,578,000, Total Project Cost: $4,273,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224707, Location: IN FLUSHING (Lat: 40.761947, Lng: -73.818486), Route carried "on" structure: City street , Year Built: 1913, Year Reconstructed: 1988, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 2,625 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 3,675 (year 2019), Design Load: HS 20, Features Intersected: LONG ISLAND-PW BR, Facility Carried by Structure: 147TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Bridge Improvement Cost: $963,000, Roadway Improvement Cost: $564,000, Total Project Cost: $1,527,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224708, Location: IN FLUSHING (Lat: 40.762553, Lng: -73.816189), Route carried "on" structure: City street , Year Built: 1924, Status: Closed, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 7,398 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 10,357 (year 2019), Features Intersected: LIRR PORT WASH BR, Facility Carried by Structure: 149TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 3.9m (12.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 12, Bridge Improvement Cost: $1,973,000, Roadway Improvement Cost: $1,155,000, Total Project Cost: $3,128,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224709, Location: IN FLUSHING (Lat: 40.762678, Lng: -73.814978), Route carried "on" structure: City street , Year Built: 1914, Status: Open, Structure Length: 2.52m (8.27ft), Average Daily Traffic: 1,029 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 1,441 (year 2019), Features Intersected: LONG ISLAND-PW BR, Facility Carried by Structure: 149TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.52m (8.27ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 11, Critical Feature Inspection Date: September 11, Bridge Improvement Cost: $2,103,000, Roadway Improvement Cost: $1,232,000, Total Project Cost: $3,335,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22471, Location: IN FLUSHING (Lat: 40.762683, Lng: -73.814006), Route carried "on" structure: City street , Year Built: 1914, Year Reconstructed: 1991, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,147 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 4,406 (year 2019), Features Intersected: LONG ISLAND-PW BR, Facility Carried by Structure: 150TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 3.9m (12.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 11, Critical Feature Inspection Date: September 11, Bridge Improvement Cost: $3,829,000, Roadway Improvement Cost: $2,242,000, Total Project Cost: $6,071,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing