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

Find on map >>   Show street view

Structure Number: 224412,  Location: IN PROSPECT PARK (Lat: 40.658319,  Lng: -73.968308),  Route carried "on" structure: Other road ,  Year Built: 1890,  Status: Closed,  Structure Length: 3.96m (12.99ft),  Truck Traffic: 10%,  Features Intersected: PROSPECT PARK LKE,  Facility Carried by Structure: HILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Serious,  Channel: Excellent,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $12,523,000,  Roadway Improvement Cost: $7,334,000,  Total Project Cost: $19,857,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 224415,  Location: AT FORT HAMILTON (Lat: 40.639736,  Lng: -74.026647),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 11,247 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,069 (year 2040),  Features Intersected: SHORE ROAD DRIVE,  Facility Carried by Structure: RIDGE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.784,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,814,000,  Roadway Improvement Cost: $1,063,000,  Total Project Cost: $2,877,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224416,  Location: AT FORT HAMILTON (Lat: 40.638314,  Lng: -74.024544),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 9,813 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,920 (year 2040),  Features Intersected: SHORE ROAD DRIVE,  Facility Carried by Structure: 3RD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.025,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Superstructure: Good,  Substructure: Very good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,787,000,  Roadway Improvement Cost: $1,047,000,  Total Project Cost: $2,834,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224417,  Location: IN EAST NEW YORK (Lat: 40.675836,  Lng: -73.902622),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 5,800 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,120 (year 2030),  Features Intersected: ENEW YORK AVE, ENEW YORK,  Facility Carried by Structure: ATL AVE SERVICE E
Minimum Vertical Clearance: 9.99m (32.78ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $2,990,000,  Roadway Improvement Cost: $1,751,000,  Total Project Cost: $4,741,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 224418,  Location: AT EAST NEW YORK (Lat: 40.675589,  Lng: -73.903083),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 6,834 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,568 (year 2030),  Features Intersected: East New York Ave, EAST,  Facility Carried by Structure: ATL AVE SERVICE W
Minimum Vertical Clearance: 8.99m (29.49ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.3 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $2,356,000,  Roadway Improvement Cost: $1,380,000,  Total Project Cost: $3,736,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 224446,  Location: CONDUIT BVD & ATLANTIC AV (Lat: 40.680325,  Lng: -73.874978),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 35,572 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 43,860 (year 2040),  Features Intersected: ATLANTIC AVENUE,  Facility Carried by Structure: CONDUIT BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.8 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 desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,992,000,  Roadway Improvement Cost: $1,752,000,  Total Project Cost: $4,744,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 224447,  Location: W OF PROSPECT PARK (Lat: 40.654533,  Lng: -73.976428),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 2,569 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,597 (year 2040),  Features Intersected: PROSPECT AVENUE,  Facility Carried by Structure: SEELEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 9.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $10,353,000,  Roadway Improvement Cost: $6,063,000,  Total Project Cost: $16,416,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224448,  Location: IN BOROUGH PARK (Lat: 40.653800,  Lng: -74.001267),  Route carried "on" structure: City street ,  Year Built: 1850,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 10,780 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,095 (year 2040),  Features Intersected: GREENWOOD CEM RD,  Facility Carried by Structure: 5TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.988,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,398,000,  Roadway Improvement Cost: $1,990,000,  Total Project Cost: $5,388,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224501,  Location: IN WEST MANHATTAN (Lat: 40.755683,  Lng: -74.002089),  Route carried "on" structure: City street ,  Year Built: 1934,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 42.76m (140.29ft),  Average Daily Traffic: 12,900 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,960 (year 2040),  Features Intersected: LIRR WEST SIDE YD,  Facility Carried by Structure: 11TH AVE VIADUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Number Of Approach Spans: 7,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.76m (140.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $59,518,000,  Roadway Improvement Cost: $34,854,000,  Total Project Cost: $94,372,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 224501B,  Location: IN WEST MANHATTAN (Lat: 40.755433,  Lng: -74.003214),  Route carried "on" structure: Ramp City street ,  Year Built: 1939,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 4,606 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,038 (year 2040),  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: WEST 33RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.8 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: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $7,152,000,  Roadway Improvement Cost: $4,188,000,  Total Project Cost: $11,339,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 224501D,  Location: W34TH ST-30TH ST O/AMTRAK (Lat: 40.755628,  Lng: -74.001633),  Route carried "on" structure: Ramp City street ,  Year Built: 1934,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 10,761 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,811 (year 2040),  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: WEST 34TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 5.8m (19.0ft),  Right: 5.8m (19.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.3 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: Equal to present desirable criteria,  Length Of Structure Improvement: 3.59m (11.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $6,600,000,  Roadway Improvement Cost: $3,865,000,  Total Project Cost: $10,465,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 224501E,  Location: W 35TH & AMTRAK 30TH ST B (Lat: 40.756178,  Lng: -74.000800),  Route carried "on" structure: Ramp City street ,  Year Built: 1934,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 1,797 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,526 (year 2040),  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: WEST 35TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  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: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.4 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $4,095,000,  Roadway Improvement Cost: $2,398,000,  Total Project Cost: $6,493,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 224501F,  Location: W 36TH - 30TH ST BRCH CSX (Lat: 40.756711,  Lng: -74.000192),  Route carried "on" structure: Ramp City street ,  Year Built: 1934,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,358 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,627 (year 2040),  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: WEST 36TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $4,513,000,  Roadway Improvement Cost: $2,643,000,  Total Project Cost: $7,156,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 224506,  Location: IN MANHATTAN (Lat: 40.757153,  Lng: -73.999339),  Route carried "on" structure: City street ,  Year Built: 1934,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 2,982 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,851 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: WEST 37TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 95.3 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.62m (11.88ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $5,359,000,  Roadway Improvement Cost: $3,138,000,  Total Project Cost: $8,497,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 224507,  Location: IN WEST MANHATTAN (Lat: 40.757692,  Lng: -73.998719),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 3,686 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,160 (year 2037),  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: WEST 38TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 49.0 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: 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: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $4,203,000,  Roadway Improvement Cost: $2,461,000,  Total Project Cost: $6,664,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224508,  Location: IN WEST MANHATTAN (Lat: 40.758247,  Lng: -73.998081),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 2,051 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,871 (year 2021),  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: WEST 39TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $4,141,000,  Roadway Improvement Cost: $2,425,000,  Total Project Cost: $6,566,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224509,  Location: IN W MANHATTAN (Lat: 40.760600,  Lng: -73.995742),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 2,854 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 5,600 (year 2040),  Features Intersected: AMTRK W.SIDE CONN,  Facility Carried by Structure: WEST 43RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 87.1 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: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $4,170,000,  Roadway Improvement Cost: $2,442,000,  Total Project Cost: $6,612,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 22451,  Location: IN W MANHATTAN (Lat: 40.761247,  Lng: -73.995253),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 4,497 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,824 (year 2040),  Features Intersected: AMTRK W.SIDE CONN,  Facility Carried by Structure: WEST 44TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.0m (32.8ft),  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: Satisfactory,  Substructure: Fair,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $4,053,000,  Roadway Improvement Cost: $2,374,000,  Total Project Cost: $6,427,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224511,  Location: IN SW MANHATTAN (Lat: 40.761853,  Lng: -73.994794),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 4,120 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,084 (year 2040),  Features Intersected: AMTRK W.SIDE CONN,  Facility Carried by Structure: WEST 45TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.464,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $3,261,000,  Roadway Improvement Cost: $1,910,000,  Total Project Cost: $5,171,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224512,  Location: IN MANHATTAN (Lat: 40.762492,  Lng: -73.994367),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 3,565 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,995 (year 2040),  Features Intersected: AMTRK W.SIDE CONN,  Facility Carried by Structure: WEST 46TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $3,471,000,  Roadway Improvement Cost: $2,033,000,  Total Project Cost: $5,504,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224513,  Location: IN MANHATTAN (Lat: 40.763125,  Lng: -73.993917),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 3,836 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,527 (year 2040),  Features Intersected: AMTRK W.SIDE CONN,  Facility Carried by Structure: WEST 47TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $4,030,000,  Roadway Improvement Cost: $2,360,000,  Total Project Cost: $6,390,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224514,  Location: IN MANHATTAN (Lat: 40.763753,  Lng: -73.993458),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 3,402 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,675 (year 2040),  Features Intersected: AMTRAK W.SIDE CON,  Facility Carried by Structure: WEST 48TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $3,611,000,  Roadway Improvement Cost: $2,114,000,  Total Project Cost: $5,725,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224515,  Location: IN MANHATTAN (Lat: 40.764358,  Lng: -73.992981),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 2,754 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,404 (year 2040),  Features Intersected: AMTRAK W.SIDE CON,  Facility Carried by Structure: WEST 49TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $4,310,000,  Roadway Improvement Cost: $2,524,000,  Total Project Cost: $6,833,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224516,  Location: IN MANHATTAN (Lat: 40.765617,  Lng: -73.992061),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 3,883 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,619 (year 2040),  Features Intersected: AMTRAK W.SIDE CON,  Facility Carried by Structure: WEST 51ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $4,123,000,  Roadway Improvement Cost: $2,415,000,  Total Project Cost: $6,538,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224517,  Location: IN MANHATTAN (Lat: 40.766272,  Lng: -73.991664),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 4,348 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,532 (year 2040),  Features Intersected: AMTRAK W.SIDE CON,  Facility Carried by Structure: WEST 52ND 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),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $4,060,000,  Roadway Improvement Cost: $2,377,000,  Total Project Cost: $6,437,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224518,  Location: IN MANHATTAN (Lat: 40.766989,  Lng: -73.991417),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 3,727 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,313 (year 2040),  Features Intersected: AMTRAK W.SIDE CON,  Facility Carried by Structure: WEST 53RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  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: $3,688,000,  Roadway Improvement Cost: $2,160,000,  Total Project Cost: $5,848,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224519,  Location: IN MANHATTAN (Lat: 40.770861,  Lng: -73.990631),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 4,974 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,760 (year 2040),  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: WEST 58TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 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: 3.7m (12.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 60.8 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: 1.98m (6.50ft),  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: $4,000,000,  Roadway Improvement Cost: $2,343,000,  Total Project Cost: $6,343,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2245209,  Location: IN WEST MANHATTAN (Lat: 40.771725,  Lng: -73.990397),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 18,273 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,198 (year 2040),  Design Load: HS 20,  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: 11TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.620,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 130.3m (427.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $41,164,000,  Roadway Improvement Cost: $24,106,000,  Total Project Cost: $65,270,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224521,  Location: IN MANHATTAN (Lat: 40.759994,  Lng: -73.996239),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 13,018 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,079 (year 2040),  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: WEST 42ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 84.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $9,345,000,  Roadway Improvement Cost: $5,472,000,  Total Project Cost: $14,817,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224522,  Location: IN MANHATTAN (Lat: 40.770053,  Lng: -73.990739),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 14,708 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,777 (year 2040),  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: WEST 57TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 6.1m (20.0ft),  Right: 6.1m (20.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  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: $7,995,000,  Roadway Improvement Cost: $4,682,000,  Total Project Cost: $12,677,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224525,  Location: WEST 158TH STREET (Lat: 40.836511,  Lng: -73.948900),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 18.14m (59.51ft),  Average Daily Traffic: 8,992 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,589 (year 2021),  Design Load: HS 20,  Features Intersected: RIVERSIDE DRIVE, AMTRAK-,  Facility Carried by Structure: WEST 158TH STREET
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 18.13m (59.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $8,184,000,  Roadway Improvement Cost: $4,792,000,  Total Project Cost: $12,976,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 2245319,  Location: IN MANHATTAN (Lat: 40.787225,  Lng: -73.952078),  Route carried "on" structure: City street ,  Year Built: 1873,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 8,234 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,528 (year 2039),  Design Load: H 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: EAST 97TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  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: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,671,000,  Roadway Improvement Cost: $1,564,000,  Total Project Cost: $4,234,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 224533,  Location: IN MANHATTAN (Lat: 40.759342,  Lng: -73.996872),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 3,495 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,511 (year 2040),  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: WEST 41ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 87.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $4,883,000,  Roadway Improvement Cost: $2,859,000,  Total Project Cost: $7,742,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224534,  Location: IN WEST MANHATTAN (Lat: 40.764981,  Lng: -73.992492),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 4,256 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,351 (year 2040),  Features Intersected: AMTRAK W.SIDE CON,  Facility Carried by Structure: WEST 50TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.0m (32.8ft),  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: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  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: $3,820,000,  Roadway Improvement Cost: $2,237,000,  Total Project Cost: $6,058,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224535,  Location: IN MANHATTAN (Lat: 40.767744,  Lng: -73.991244),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 3,979 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,807 (year 2040),  Features Intersected: AMTRAK W.SIDE CON,  Facility Carried by Structure: WEST 54TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  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: 11.5m (37.7ft),  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: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.37m (7.78ft),  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: $3,503,000,  Roadway Improvement Cost: $2,051,000,  Total Project Cost: $5,554,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224536,  Location: IN MANHATTAN (Lat: 40.768514,  Lng: -73.991114),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 5,088 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,180 (year 2040),  Features Intersected: AMTRAK W.SIDE CON,  Facility Carried by Structure: WEST 55TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  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: 10.6m (34.8ft),  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: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 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: 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: 2.19m (7.19ft),  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: $3,624,000,  Roadway Improvement Cost: $2,122,000,  Total Project Cost: $5,746,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous