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

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Structure Number: 224054,  Location: AT CONEY ISLAND (Lat: 40.582194,  Lng: -73.982469),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 7,193 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,738 (year 2040),  Design Load: HS 20,  Features Intersected: CONEY ISLND CREEK,  Facility Carried by Structure: STILLWELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $9,745,000,  Roadway Improvement Cost: $5,707,000,  Total Project Cost: $15,452,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2240639,  Location: OVER NEWTOWN CREEK (Lat: 40.738894,  Lng: -73.952642),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 73.49m (241.11ft),  Average Daily Traffic: 28,529 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,663 (year 2040),  Design Load: HS 20,  Features Intersected: 11TH STREET, 50TH AVENUE,  Facility Carried by Structure: MCGUINNESS BLVD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 1.850,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 43,  Length of Maximum Span: 52.7m (172.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 73.48m (241.08ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Underwater Inspection Date: October 2018,  Bridge Improvement Cost: $234,034,000,  Roadway Improvement Cost: $137,050,000,  Total Project Cost: $371,084,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224064,  Location: ROOSEVELT ISLND IN EAST R (Lat: 40.763825,  Lng: -73.946561),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 2010,  Status: Posted for load,  Structure Length: 29.20m (95.80ft),  Average Daily Traffic: 5,743 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,269 (year 2040),  Design Load: H 20,  Features Intersected: 36TH AVE, EAST RIVER, RO,  Facility Carried by Structure: ROOSEVELT IS BRDG
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 123.1m (403.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 127.4m (418.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 29.19m (95.77ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: October 2018,  Bridge Improvement Cost: $49,912,000,  Roadway Improvement Cost: $29,229,000,  Total Project Cost: $79,141,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224066,  Location: OVER RIKERS ISLAND CHNNL (Lat: 40.786653,  Lng: -73.885206),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Posted for load,  Structure Length: 126.40m (414.70ft),  Average Daily Traffic: 11,714 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,986 (year 2040),  Design Load: H 20,  Features Intersected: RIKERS IS.CHANNEL, RIKER,  Facility Carried by Structure: RIKERS ISLAND BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 15.8m (51.8ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 56,  Length of Maximum Span: 62.1m (203.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 126.40m (414.70ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $70,388,000,  Roadway Improvement Cost: $41,219,000,  Total Project Cost: $111,607,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2241,  Location: AT MELROSE (Lat: 40.816136,  Lng: -73.912897),  Route carried "on" structure: City street ,  Year Built: 1904,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 7,194 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,227 (year 2040),  Features Intersected: Abandoned CSX TRANS/P MR,  Facility Carried by Structure: WESTCHESTER AVE
Minimum Vertical Clearance: 3.68m (12.07ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 5.9m (19.4ft),  Right: 5.9m (19.4ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 79.8 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,139,000,  Roadway Improvement Cost: $1,838,000,  Total Project Cost: $4,978,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224105,  Location: UNDER ST MARY'S PARK (Lat: 40.813519,  Lng: -73.910544),  Route carried "on" structure: City street ,  Year Built: 1905,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 8,388 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,189 (year 2040),  Features Intersected: Aband.CSXT-PT MRR,  Facility Carried by Structure: EAST 149TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 12,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 670.6m (2,200.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  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: $111,875,000,  Roadway Improvement Cost: $65,514,000,  Total Project Cost: $177,389,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224106,  Location: MOTT HAVEN-ON ST MARYS ST (Lat: 40.808569,  Lng: -73.909631),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,066 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,054 (year 2040),  Features Intersected: Abnd.CSXT/P MRRIS,  Facility Carried by Structure: ST MARY'S STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  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: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,828,000,  Roadway Improvement Cost: $2,827,000,  Total Project Cost: $7,655,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224107,  Location: AT MOTT HAVEN (Lat: 40.808019,  Lng: -73.908983),  Route carried "on" structure: City street ,  Year Built: 1905,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,194 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,342 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANS/P MRRIS,  Facility Carried by Structure: WALES AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,339,000,  Roadway Improvement Cost: $1,955,000,  Total Project Cost: $5,294,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224108,  Location: AT MOTT HAVEN (Lat: 40.807281,  Lng: -73.908161),  Route carried "on" structure: City street ,  Year Built: 1916,  Year Reconstructed: 1936,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 7,460 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,062 (year 2040),  Design Load: H 20,  Features Intersected: CSX TRANS/P MRRIS,  Facility Carried by Structure: SOUTHERN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 5.9m (19.4ft),  Right: 5.9m (19.4ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,292,000,  Roadway Improvement Cost: $2,513,000,  Total Project Cost: $6,805,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2241099,  Location: IN PORT MORRIS (Lat: 40.806836,  Lng: -73.907644),  Route carried "on" structure: City street ,  Year Built: 1909,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 39,158 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 39,342 (year 2040),  Features Intersected: RTE I278, CSX TRANS/P MR,  Facility Carried by Structure: BRUCKNER BLVD.
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 2.253,  Lanes on structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 5.8m (19.0ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 36.9m (121.1ft),  Out-to-Out Width: 53.6m (175.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 84.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $8,680,000,  Roadway Improvement Cost: $5,083,000,  Total Project Cost: $13,763,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224111,  Location: IN MELROSE (Lat: 40.825992,  Lng: -73.912892),  Route carried "on" structure: City street ,  Year Built: 1897,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 16.98m (55.71ft),  Average Daily Traffic: 9,944 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,990 (year 2040),  Design Load: HS 20,  Features Intersected: Parking Lot, CSX TRANS/P,  Facility Carried by Structure: MELROSE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.97m (55.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $17,134,000,  Roadway Improvement Cost: $10,034,000,  Total Project Cost: $27,168,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2241129,  Location: E149th St (Lat: 40.809136,  Lng: -73.902956),  Route carried "on" structure: City street ,  Year Built: 1907,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 4,165 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 8,172 (year 2040),  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: EAST 149TH STREET
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 2.896,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.3m (115.8ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $17,438,000,  Roadway Improvement Cost: $10,212,000,  Total Project Cost: $27,650,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2241139,  Location: LEGGETT AVE (Lat: 40.812650,  Lng: -73.897175),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 13.35m (43.80ft),  Average Daily Traffic: 11,895 (year 2019),  Truck Traffic: 37%,  Average Future Daily Traffic: 14,450 (year 2040),  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: LEGGETT AVENUE
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.306,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 60.0m (196.9ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.35m (43.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $34,153,000,  Roadway Improvement Cost: $20,000,000,  Total Project Cost: $54,153,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2241159,  Location: AT HUNTS POINT (Lat: 40.815308,  Lng: -73.894542),  Route carried "on" structure: City street ,  Year Built: 1908,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 7,547 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,809 (year 2040),  Design Load: HS 20,  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: LONGWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $7,518,000,  Roadway Improvement Cost: $4,403,000,  Total Project Cost: $11,921,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2241169,  Location: AT HUNTS POINT (Lat: 40.816186,  Lng: -73.893906),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 3,115 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,784 (year 2040),  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: LAFAYETTE AVENUE
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.080,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.1 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: Somewhat better than minimum adequacy,  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: 3.68m (12.07ft),  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: $14,325,000,  Roadway Improvement Cost: $8,389,000,  Total Project Cost: $22,714,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224117,  Location: AT HUNTS POINT (Lat: 40.817469,  Lng: -73.892656),  Route carried "on" structure: City street ,  Year Built: 1908,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 6,584 (year 2018),  Truck Traffic: 37%,  Average Future Daily Traffic: 12,919 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: TIFFANY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 98.0 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: Better than present minimum criteria,  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: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $4,444,000,  Roadway Improvement Cost: $2,602,000,  Total Project Cost: $7,046,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224118,  Location: AT HUNTS POINT (Lat: 40.818508,  Lng: -73.891633),  Route carried "on" structure: City street ,  Year Built: 1908,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 6,318 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,845 (year 2039),  Design Load: HS 20,  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: BARRETTO STREET
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,056,000,  Roadway Improvement Cost: $2,375,000,  Total Project Cost: $6,432,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224119,  Location: AT HUNTS POINT (Lat: 40.819750,  Lng: -73.890144),  Route carried "on" structure: City street ,  Year Built: 1908,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 8,849 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,749 (year 2040),  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: HUNTS POINT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.1m (98.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $7,457,000,  Roadway Improvement Cost: $4,367,000,  Total Project Cost: $11,824,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22412,  Location: AT HUNTSPOINT (Lat: 40.820883,  Lng: -73.888539),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.05m (10.01ft),  Truck Traffic: 4%,  Design Load: HS 20,  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: FAILE STREET
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Better than present minimum criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,270,000,  Roadway Improvement Cost: $2,500,000,  Total Project Cost: $6,770,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224121,  Location: AT HUNTS POINT (Lat: 40.821483,  Lng: -73.887778),  Route carried "on" structure: City street ,  Year Built: 1908,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 4,972 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,961 (year 2039),  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: BRYANT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,703,000,  Roadway Improvement Cost: $1,583,000,  Total Project Cost: $4,286,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224123,  Location: AT PARKCHESTER (Lat: 40.828117,  Lng: -73.884881),  Route carried "on" structure: City street ,  Year Built: 1907,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 16,137 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,212 (year 2040),  Design Load: HS 20,  Features Intersected: AMTRAK/CSXT/P&W, NYCTA P,  Facility Carried by Structure: WESTCHESTER AVE
Minimum Vertical Clearance: 7.51m (24.64ft),  Kilometerpoint: 3.057,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 25 degrees,  Material/Design: Steel,  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: 4.3m (14.1ft),  Right: 5.8m (19.0ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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 minimum criteria,  Length Of Structure Improvement: 3.01m (9.88ft),  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: $10,524,000,  Roadway Improvement Cost: $6,163,000,  Total Project Cost: $16,688,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2241269,  Location: AT WESTCHESTER HEIGHTS (Lat: 40.838189,  Lng: -73.876575),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 26,877 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 52,740 (year 2040),  Design Load: HS 20,  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: EAST 177TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Very good,  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 desirable criteria,  Length Of Structure Improvement: 6.76m (22.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $9,264,000,  Roadway Improvement Cost: $5,425,000,  Total Project Cost: $14,689,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224127,  Location: AT PARKCHESTER (Lat: 40.839889,  Lng: -73.874869),  Route carried "on" structure: City street ,  Year Built: 1907,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 16,572 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,649 (year 2040),  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: EAST TREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.344,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 6.1m (20.0ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 62.2m (204.1ft),  Out-to-Out Width: 73.2m (240.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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 minimum criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  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: $18,841,000,  Roadway Improvement Cost: $11,033,000,  Total Project Cost: $29,874,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2241329,  Location: AT PARKCHESTER (Lat: 40.841606,  Lng: -73.864731),  Route carried "on" structure: City street ,  Year Built: 1905,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 11,113 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,500 (year 2040),  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: WHITE PLAINS ROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.958,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb or Sidewalk Widths: Left: 5.6m (18.4ft),  Right: 5.6m (18.4ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.3 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: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  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: $13,708,000,  Roadway Improvement Cost: $8,027,000,  Total Project Cost: $21,735,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224133,  Location: AT WESTCHESTER HEIGHTS (Lat: 40.841731,  Lng: -73.864211),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 5,109 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,153 (year 2036),  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: UNION PORT ROAD
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.7m (123.7ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.3 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 corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  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: $9,094,000,  Roadway Improvement Cost: $5,326,000,  Total Project Cost: $14,420,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2241369,  Location: AT WILLIAMSBRIDGE (Lat: 40.845681,  Lng: -73.847556),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 16,911 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,990 (year 2040),  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: WILLIAMSBRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 5.4m (17.7ft),  Right: 5.4m (17.7ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: 3.20m (10.50ft),  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: $4,646,000,  Roadway Improvement Cost: $2,720,000,  Total Project Cost: $7,366,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224139,  Location: AT PELHAM BAY PARK (Lat: 40.869983,  Lng: -73.812772),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 3,665 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,518 (year 2040),  Features Intersected: AMTRAK/CSXT/P&W,  Facility Carried by Structure: ORCHARD BEACH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 5.1m (16.7ft),  Right: 5.1m (16.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 75.3 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,714,000,  Roadway Improvement Cost: $3,346,000,  Total Project Cost: $9,060,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2241409,  Location: AT MORRISANIA (Lat: 40.820461,  Lng: -73.926300),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 17,248 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,329 (year 2040),  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: GRAND CONCOURSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.4m (122.7ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $19,729,000,  Roadway Improvement Cost: $11,553,000,  Total Project Cost: $31,282,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 224141,  Location: AT HIGHBRIDGE (Lat: 40.821697,  Lng: -73.927231),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1936,  Status: Open,  Structure Length: 2.93m (9.61ft),  Truck Traffic: 4%,  Design Load: H 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: WALTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.068,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $3,149,000,  Roadway Improvement Cost: $1,844,000,  Total Project Cost: $4,994,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224142,  Location: AT MOTT HAVEN (Lat: 40.822522,  Lng: -73.927847),  Route carried "on" structure: City street ,  Year Built: 1898,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 2,094 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,109 (year 2040),  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: GERARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,938,000,  Roadway Improvement Cost: $2,892,000,  Total Project Cost: $7,830,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224143,  Location: IN MORRISANIA (Lat: 40.823403,  Lng: -73.928514),  Route carried "on" structure: City street ,  Year Built: 1916,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 5,007 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,082 (year 2040),  Design Load: HS 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: RIVER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $5,516,000,  Roadway Improvement Cost: $3,230,000,  Total Project Cost: $8,746,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224146,  Location: AT UNIVERSITY HEIGHTS (Lat: 40.853658,  Lng: -73.920267),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 1,895 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,653 (year 2039),  Features Intersected: MAC CRACKEN AVE E, METRO,  Facility Carried by Structure: WEST TREMONT AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.95m (26.08ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $6,400,000,  Roadway Improvement Cost: $3,748,000,  Total Project Cost: $10,147,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224147,  Location: IN FORDHAM (Lat: 40.862089,  Lng: -73.913272),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 30,142 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,283 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: WEST FORDHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $9,686,000,  Roadway Improvement Cost: $5,672,000,  Total Project Cost: $15,358,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2241489,  Location: AT KINGS BRIDGE (Lat: 40.873303,  Lng: -73.906283),  Route carried "on" structure: City street ,  Year Built: 1912,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 10,105 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,152 (year 2040),  Features Intersected: MNRR Yard Tracks,  Facility Carried by Structure: W KINGS BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.95m (9.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $6,988,000,  Roadway Improvement Cost: $4,092,000,  Total Project Cost: $11,081,000 ( 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: 224149,  Location: AT KINGS BRIDGE (Lat: 40.876572,  Lng: -73.904803),  Route carried "on" structure: City street ,  Year Built: 1912,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 18,405 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 36,116 (year 2040),  Features Intersected: EX-NYCRR PUTNAM B,  Facility Carried by Structure: WEST 230TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $5,453,000,  Roadway Improvement Cost: $3,193,000,  Total Project Cost: $8,647,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing