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

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Parts: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50


National Bridge Inventory (NBI) Statistics
Number of bridges: 2,705
Total length: 51,452 meters (168,806ft)
Total costs: $310,913,744
Total average daily traffic: 115,803,475
Total average daily truck traffic: 4,032,911
National Bridge Inventory (NBI) Registered Bridges for New York
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New bridges - Historical Statistics

  • Before 1900: 40
  • 1900-1909: 168
  • 1910-1919: 129
  • 1920-1929: 116
  • 1930-1939: 354
  • 1940-1949: 253
  • 1950-1959: 455
  • 1960-1969: 769
  • 1970-1979: 157
  • 1980-1989: 76
  • 1990-1999: 64
  • 2000-2009: 120
  • 2010-2012: 4

Reconstructed bridges - Historical Statistics

  • 1920-1929: 2
  • 1930-1939: 20
  • 1940-1949: 3
  • 1950-1959: 18
  • 1960-1969: 23
  • 1970-1979: 61
  • 1980-1989: 151
  • 1990-1999: 174
  • 2000-2009: 43
  • 2010-2012: 6

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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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

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