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

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Structure Number: 224537,  Location: AT WEST MANHATTAN (Lat: 40.769236,  Lng: -73.990933),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 5,312 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,453 (year 2040),  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: WEST 56TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $3,485,000,  Roadway Improvement Cost: $2,041,000,  Total Project Cost: $5,526,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224538,  Location: IN SE END OF CENTRAL PK (Lat: 40.768789,  Lng: -73.970947),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 11,057 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,108 (year 2040),  Features Intersected: PED WALK N OF ZOO,  Facility Carried by Structure: 66TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $584,000,  Roadway Improvement Cost: $342,000,  Total Project Cost: $927,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224542,  Location: IN SW END OF CENTRAL PK (Lat: 40.771697,  Lng: -73.978783),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 24,422 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,536 (year 2040),  Features Intersected: BRIDLE PATH W END,  Facility Carried by Structure: W 65TH ST EASTBD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $618,000,  Roadway Improvement Cost: $362,000,  Total Project Cost: $979,000 ( Estimate for 2021)

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Structure Number: 224544,  Location: IN WEST MANHATTAN (Lat: 40.758783,  Lng: -73.997464),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 3,097 (year 2016),  Truck Traffic: 34%,  Average Future Daily Traffic: 3,111 (year 2040),  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: WEST 40TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 0.0m,  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $5,306,000,  Roadway Improvement Cost: $3,107,000,  Total Project Cost: $8,412,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224546,  Location: IN MIDTOWN MANHATTAN (Lat: 40.754125,  Lng: -73.976525),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Posted for load,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 19,348 (year 2019),  Average Future Daily Traffic: 23,503 (year 2040),  Features Intersected: EAST 45TH STREET,  Facility Carried by Structure: PARK AVENUE SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: > 39.9% below),  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $1,755,000,  Roadway Improvement Cost: $1,028,000,  Total Project Cost: $2,782,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224547,  Location: IN MIDTOWN MANHATTAN (Lat: 40.753819,  Lng: -73.975808),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Posted for load,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 19,348 (year 2019),  Average Future Daily Traffic: 23,503 (year 2040),  Features Intersected: EAST 45TH STREET,  Facility Carried by Structure: PARK AVENUE NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $1,874,000,  Roadway Improvement Cost: $1,098,000,  Total Project Cost: $2,972,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224548,  Location: S OF GEORGE WASHINGTON BR (Lat: 40.845056,  Lng: -73.943800),  Route carried "on" structure: Ramp City street ,  Year Built: 1930,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 10,785 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,781 (year 2040),  Design Load: HS 20,  Features Intersected: RIVERSIDE DRIVE,  Facility Carried by Structure: TO GWB OPP 171 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 9.0m (29.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.14m (13.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $25,905,000,  Roadway Improvement Cost: $15,170,000,  Total Project Cost: $41,074,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2246,  Location: SW END OF CENTRAL PARK (Lat: 40.769250,  Lng: -73.979881),  Route carried "on" structure: City street ,  Year Built: 1860,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 338 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 410 (year 2040),  Features Intersected: PED BET 61ST&62ST,  Facility Carried by Structure: WEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  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: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 5.1m (16.7ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $994,000,  Roadway Improvement Cost: $582,000,  Total Project Cost: $1,576,000 ( Estimate for 2021)

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Structure Number: 224605,  Location: IN S END OF CENTRAL PARK (Lat: 40.768419,  Lng: -73.975714),  Route carried "on" structure: City street ,  Year Built: 1860,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 424 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 515 (year 2040),  Features Intersected: PED OPP 63RD ST,  Facility Carried by Structure: CENTRAL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on 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: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $1,521,000,  Roadway Improvement Cost: $891,000,  Total Project Cost: $2,412,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2246069,  Location: SE END OF CENTRAL PARK (Lat: 40.767506,  Lng: -73.973128),  Route carried "on" structure: City street ,  Year Built: 1860,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 113 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 137 (year 2040),  Features Intersected: PEDESTRIAN WALK,  Facility Carried by Structure: EAST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  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: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $1,611,000,  Roadway Improvement Cost: $943,000,  Total Project Cost: $2,555,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224608,  Location: SW END OF CENTRAL PARK (Lat: 40.771072,  Lng: -73.978050),  Route carried "on" structure: City street ,  Year Built: 1862,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 338 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 410 (year 2040),  Features Intersected: BRIDLE OPP 64 ST,  Facility Carried by Structure: WEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  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: 25.0m (82.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $1,560,000,  Roadway Improvement Cost: $914,000,  Total Project Cost: $2,474,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22461,  Location: IN CENTRAL PARK (Lat: 40.769764,  Lng: -73.974508),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 424 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 515 (year 2040),  Features Intersected: TRANSV RD NO 1,  Facility Carried by Structure: CENTRAL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 10.1m (33.1ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 39.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $2,978,000,  Roadway Improvement Cost: $1,744,000,  Total Project Cost: $4,722,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224611,  Location: SE END OF CENTRAL PARK (Lat: 40.768997,  Lng: -73.972894),  Route carried "on" structure: City street ,  Year Built: 1905,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 113 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 137 (year 2040),  Features Intersected: 65TH ST TRANSVERS,  Facility Carried by Structure: EAST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  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: 6.8m (22.3ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 39.7m (130.2ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $2,073,000,  Roadway Improvement Cost: $1,214,000,  Total Project Cost: $3,286,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224612,  Location: SW END OF CENTRAL PARK (Lat: 40.771508,  Lng: -73.977389),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 338 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 410 (year 2040),  Features Intersected: TRANSVERSE RD 1,  Facility Carried by Structure: WEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  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: Fair,  Substructure: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $3,519,000,  Roadway Improvement Cost: $2,061,000,  Total Project Cost: $5,579,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224614,  Location: IN CENTRAL PARK (Lat: 40.776081,  Lng: -73.975619),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 691 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 839 (year 2040),  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: 30.5m (100.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $1,902,000,  Roadway Improvement Cost: $1,114,000,  Total Project Cost: $3,016,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224615,  Location: IN CENTRAL PARK (Lat: 40.773300,  Lng: -73.971983),  Route carried "on" structure: City street ,  Year Built: 1862,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 13 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 15 (year 2040),  Features Intersected: NR CONCERT GRNDS,  Facility Carried by Structure: 72ND ST CROSS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 15.5m (50.9ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $5,769,000,  Roadway Improvement Cost: $3,378,000,  Total Project Cost: $9,147,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224617,  Location: CENTER OF CENTRAL PARK (Lat: 40.774483,  Lng: -73.968892),  Route carried "on" structure: City street ,  Year Built: 1862,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 187 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 227 (year 2040),  Features Intersected: PED WALK OPP 73ST,  Facility Carried by Structure: EAST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 20 degrees,  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: 10.1m (33.1ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: January 2020,  Bridge Improvement Cost: $2,191,000,  Roadway Improvement Cost: $1,283,000,  Total Project Cost: $3,475,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224623,  Location: IN CENTRAL PARK (Lat: 40.778192,  Lng: -73.966489),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 187 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 227 (year 2040),  Features Intersected: 79TH ST TRANSVERSE,  Facility Carried by Structure: EAST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.706,  Lanes on structure: 2,  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: 5.2m (17.1ft),  Right: 0.0m,  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Superstructure: Fair,  Substructure: Good,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $2,022,000,  Roadway Improvement Cost: $1,184,000,  Total Project Cost: $3,205,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224624,  Location: IN CENTRAL PARK (Lat: 40.779931,  Lng: -73.971028),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 197 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 239 (year 2040),  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: 10.1m (33.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  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: Good,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $2,725,000,  Roadway Improvement Cost: $1,596,000,  Total Project Cost: $4,321,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224625,  Location: E END OF CENTRAL PARK (Lat: 40.781589,  Lng: -73.962819),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 227 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 275 (year 2040),  Features Intersected: TRANSV RD NO 3N,  Facility Carried by Structure: EAST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.204,  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: 2.4m (7.9ft),  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,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $2,594,000,  Roadway Improvement Cost: $1,519,000,  Total Project Cost: $4,114,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224626,  Location: IN CENTRAL PARK (Lat: 40.784436,  Lng: -73.967194),  Route carried "on" structure: Other road ,  Year Built: 1920,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,068 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,512 (year 2040),  Features Intersected: 86TH ST TRANSVERS,  Facility Carried by Structure: WEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  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: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $2,494,000,  Roadway Improvement Cost: $1,461,000,  Total Project Cost: $3,955,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224627,  Location: IN CENTRAL PARK (Lat: 40.789467,  Lng: -73.957394),  Route carried "on" structure: Other road ,  Year Built: 1920,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 227 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 275 (year 2040),  Features Intersected: 97TH ST TRANSVERS,  Facility Carried by Structure: EAST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.347,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 2 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $3,107,000,  Roadway Improvement Cost: $1,819,000,  Total Project Cost: $4,926,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224628,  Location: IN CENTRAL PARK (Lat: 40.791636,  Lng: -73.962536),  Route carried "on" structure: Other road ,  Year Built: 1920,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,068 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,512 (year 2040),  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: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 minimum criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $1,967,000,  Roadway Improvement Cost: $1,152,000,  Total Project Cost: $3,119,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224633,  Location: IN CENTRAL PARK (Lat: 40.778650,  Lng: -73.972439),  Route carried "on" structure: City street ,  Year Built: 1860,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 197 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 239 (year 2040),  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: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 7.0m (23.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $836,000,  Roadway Improvement Cost: $490,000,  Total Project Cost: $1,326,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224636,  Location: CENTER OF CENTRAL PARK (Lat: 40.781847,  Lng: -73.969389),  Route carried "on" structure: City street ,  Year Built: 1862,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 197 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 239 (year 2040),  Features Intersected: PED WALK OPP 82ST,  Facility Carried by Structure: WEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  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: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $1,015,000,  Roadway Improvement Cost: $594,000,  Total Project Cost: $1,609,000 ( Estimate for 2021)

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Structure Number: 224641,  Location: NE END OF CENTRAL PARK (Lat: 40.768372,  Lng: -73.971064),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 13,357 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,419 (year 2040),  Features Intersected: PED WALK NEAR 5AV,  Facility Carried by Structure: TRANSVERSE ROAD 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  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: 10.1m (33.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $693,000,  Roadway Improvement Cost: $406,000,  Total Project Cost: $1,099,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224643,  Location: IN CENTRAL PARK (Lat: 40.799844,  Lng: -73.957844),  Route carried "on" structure: Other road ,  Year Built: 1890,  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: 7.5m (24.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $1,941,000,  Roadway Improvement Cost: $1,137,000,  Total Project Cost: $3,078,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224646,  Location: IN CENTRAL PARK (Lat: 40.779019,  Lng: -73.973028),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 255 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 309 (year 2040),  Features Intersected: PED PATH OPP 77ST,  Facility Carried by Structure: 77ST ENT WESTDR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  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: 46.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: January 2020,  Bridge Improvement Cost: $6,989,000,  Roadway Improvement Cost: $4,093,000,  Total Project Cost: $11,081,000 ( Estimate for 2021)

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Structure Number: 224647,  Location: N END OF CENTRAL PARK (Lat: 40.795867,  Lng: -73.953533),  Route carried "on" structure: Other road ,  Year Built: 1900,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 428 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 519 (year 2040),  Features Intersected: THE LOCH,  Facility Carried by Structure: EAST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.199,  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 or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  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,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $910,000,  Roadway Improvement Cost: $533,000,  Total Project Cost: $1,443,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2246489,  Location: AT WASHINGTON HEIGHTS (Lat: 40.848033,  Lng: -73.930597),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 38,980 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 47,352 (year 2040),  Features Intersected: RAMP FROM WASH BR,  Facility Carried by Structure: WEST 181ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Lanes under structure: 2,  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: 0.9m (3.0ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: January 2020,  Bridge Improvement Cost: $4,370,000,  Roadway Improvement Cost: $2,559,000,  Total Project Cost: $6,929,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224649,  Location: IN HARLEM (Lat: 40.827094,  Lng: -73.935150),  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: WILLIE MAYS DRIVE,  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: 9.8m (32.2ft),  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: 2.5m (8.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $3,104,000,  Roadway Improvement Cost: $1,818,000,  Total Project Cost: $4,922,000 ( Estimate for 2021),  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: 40.862931,  Lng: -73.932744),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,379 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,675 (year 2040),  Features Intersected: ENT FM RVRSIDE DR,  Facility Carried by Structure: FORT TRYON PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  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 or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 0.0m,  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $5,890,000,  Roadway Improvement Cost: $3,449,000,  Total Project Cost: $9,339,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224651,  Location: AT FORT TRYON PARK (Lat: 40.863878,  Lng: -73.931825),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 1.98m (6.50ft),  Truck Traffic: 4%,  Features Intersected: M.CORBIN DRIVE,  Facility Carried by Structure: CORBIN DRIVE OVPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 2,  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: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $2,523,000,  Roadway Improvement Cost: $1,477,000,  Total Project Cost: $4,000,000 ( Estimate for 2021)

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Structure Number: 224655,  Location: MIDTOWN MANHATTAN (Lat: 40.752111,  Lng: -73.977647),  Route carried "on" structure: City street ,  Year Built: 1917,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 20.06m (65.81ft),  Average Daily Traffic: 19,348 (year 2019),  Average Future Daily Traffic: 23,503 (year 2040),  Features Intersected: 42ND STREET, 41ST STREET,  Facility Carried by Structure: PARK AVE. VIADUCT
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 68.3m (224.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 20.05m (65.78ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $12,154,000,  Roadway Improvement Cost: $7,117,000,  Total Project Cost: $19,271,000 ( Estimate for 2021),  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: 40.749128,  Lng: -73.970597),  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: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  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: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $4,672,000,  Roadway Improvement Cost: $2,736,000,  Total Project Cost: $7,407,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 224666,  Location: OVER ST CLAIR PL-TO 134ST (Lat: 40.817986,  Lng: -73.960381),  Route carried "on" structure: City street ,  Year Built: 1897,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 55.14m (180.91ft),  Average Daily Traffic: 10,510 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,767 (year 2040),  Design Load: HS 20,  Features Intersected: W125 ST, 12TH AVENUE, St,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 4,  Lanes under structure: 28,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  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: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: 55.13m (180.87ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $64,049,000,  Roadway Improvement Cost: $37,507,000,  Total Project Cost: $101,557,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224667,  Location: OVER 134TH ST- RIV DR VIA (Lat: 40.820742,  Lng: -73.958347),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.81m (12.50ft),  Truck Traffic: 4%,  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: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

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: Superior to present desirable 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: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $6,926,000,  Roadway Improvement Cost: $4,056,000,  Total Project Cost: $10,982,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing