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

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Structure Number: 2241509,  Location: AT KINGSBRIDGE (Lat: 40.878906,  Lng: -73.904842),  Route carried "on" structure: City street ,  Year Built: 1912,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 6,179 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 12,125 (year 2040),  Design Load: HS 20,  Features Intersected: ABANDONED NYCRR,  Facility Carried by Structure: WEST 231ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 40.8 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: 21.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,818,000,  Roadway Improvement Cost: $2,236,000,  Total Project Cost: $6,053,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224151,  Location: AT KINGSBRIDGE (Lat: 40.880156,  Lng: -73.902428),  Route carried "on" structure: City street ,  Year Built: 1915,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 2,135 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,989 (year 2038),  Design Load: HS 20,  Features Intersected: EX-NYCRR PUTNAM B,  Facility Carried by Structure: WEST 233RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,836,000,  Roadway Improvement Cost: $1,660,000,  Total Project Cost: $4,496,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224152,  Location: IN KINGSBRIDGE (Lat: 40.881025,  Lng: -73.901678),  Route carried "on" structure: City street ,  Year Built: 1915,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 2,122 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,971 (year 2038),  Design Load: HS 20,  Features Intersected: EX-NYCRR PUTNAM B,  Facility Carried by Structure: WEST 234TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 1,  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: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,834,000,  Roadway Improvement Cost: $1,659,000,  Total Project Cost: $4,493,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224155,  Location: IN MELROSE (Lat: 40.816169,  Lng: -73.926839),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 8,592 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,860 (year 2040),  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: 144TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  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: 2,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 74.4 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: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $5,933,000,  Roadway Improvement Cost: $3,475,000,  Total Project Cost: $9,408,000 ( 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: 224156,  Location: AT MELROSE (Lat: 40.818081,  Lng: -73.925428),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 14,134 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,169 (year 2040),  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: EAST 149TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 13.1m (43.0ft),  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: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.08m (29.79ft),  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: $13,922,000,  Roadway Improvement Cost: $8,153,000,  Total Project Cost: $22,074,000 ( 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: 224159,  Location: AT MELROSE (Lat: 40.822511,  Lng: -73.920142),  Route carried "on" structure: City street ,  Year Built: 1916,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 7,036 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,547 (year 2040),  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: CONCOURSE VLGE AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.5 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: 4.51m (14.80ft),  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: $8,102,000,  Roadway Improvement Cost: $4,745,000,  Total Project Cost: $12,847,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22416,  Location: EAST 158TH STREET (Lat: 40.823589,  Lng: -73.918711),  Route carried "on" structure: City street ,  Year Built: 1889,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.07m (6.79ft),  Truck Traffic: 4%,  Design Load: H 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: EAST 158TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $3,198,000,  Roadway Improvement Cost: $1,873,000,  Total Project Cost: $5,071,000 ( 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: 224161,  Location: EAST 161ST STREET (Lat: 40.824961,  Lng: -73.916494),  Route carried "on" structure: City street ,  Year Built: 1928,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 17,703 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,786 (year 2040),  Design Load: H 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: EAST 161ST 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),  Skew: 2 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: 4.7m (15.4ft),  Right: 4.7m (15.4ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.4 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: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $5,940,000,  Roadway Improvement Cost: $3,479,000,  Total Project Cost: $9,419,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 224162,  Location: AT MELROSE (Lat: 40.825622,  Lng: -73.915239),  Route carried "on" structure: City street ,  Year Built: 1888,  Year Reconstructed: 1936,  Status: Open,  Structure Length: 2.38m (7.81ft),  Truck Traffic: 4%,  Design Load: H 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: EAST 162ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,111,000,  Roadway Improvement Cost: $1,822,000,  Total Project Cost: $4,933,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224163,  Location: AT MORRISANIA (Lat: 40.827828,  Lng: -73.911928),  Route carried "on" structure: City street ,  Year Built: 1897,  Year Reconstructed: 1941,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 4,762 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,344 (year 2040),  Design Load: H 20,  Features Intersected: METRO NORTH RR,  Facility Carried by Structure: EAST 165TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 68.9m (226.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 6.2m (20.3ft),  Curb-To-Curb Width: 69.0m (226.4ft),  Out-to-Out Width: 78.3m (256.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: 1.95m (6.40ft),  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: $21,196,000,  Roadway Improvement Cost: $12,412,000,  Total Project Cost: $33,608,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224165,  Location: IN MORRISANIA (Lat: 40.830289,  Lng: -73.909153),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.92m (6.30ft),  Truck Traffic: 4%,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: 167TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  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: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.4 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,558,000,  Roadway Improvement Cost: $1,498,000,  Total Project Cost: $4,055,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224166,  Location: IN MORRISANIA (Lat: 40.831828,  Lng: -73.908231),  Route carried "on" structure: City street ,  Year Built: 1888,  Year Reconstructed: 1939,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 7,514 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,744 (year 2040),  Design Load: H 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: EAST 168TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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 minimum criteria,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,735,000,  Roadway Improvement Cost: $2,773,000,  Total Project Cost: $7,508,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224167,  Location: IN MORRSANIA (Lat: 40.833467,  Lng: -73.907308),  Route carried "on" structure: City street ,  Year Built: 1888,  Year Reconstructed: 1936,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 4,306 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,230 (year 2040),  Design Load: H 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: EAST 169TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  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: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: High priority of corrective action,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,524,000,  Roadway Improvement Cost: $1,478,000,  Total Project Cost: $4,001,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224168,  Location: IN MORRISANIA (Lat: 40.835797,  Lng: -73.906031),  Route carried "on" structure: City street ,  Year Built: 1889,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 2,162 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,027 (year 2037),  Design Load: HS 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: EAST 170TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 38.1 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: Equal to present minimum criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,522,000,  Roadway Improvement Cost: $1,477,000,  Total Project Cost: $3,999,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 224171,  Location: AT CLAREMONT (Lat: 40.839344,  Lng: -73.904050),  Route carried "on" structure: City street ,  Year Built: 1889,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 14,328 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,405 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: CLAREMONT PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  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: 17.6m (57.7ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,629,000,  Roadway Improvement Cost: $2,711,000,  Total Project Cost: $7,339,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224172,  Location: AT CLAREMONT (Lat: 40.842611,  Lng: -73.902200),  Route carried "on" structure: City street ,  Year Built: 1889,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.83m (6.00ft),  Truck Traffic: 4%,  Design Load: H 20,  Features Intersected: METRO NORTH RR,  Facility Carried by Structure: E 173RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  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: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.3 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: 63.5 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,640,000,  Roadway Improvement Cost: $1,546,000,  Total Project Cost: $4,186,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 224174,  Location: AT TREMONT (Lat: 40.845192,  Lng: -73.900753),  Route carried "on" structure: City street ,  Year Built: 1889,  Year Reconstructed: 1938,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 6,096 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,962 (year 2040),  Design Load: H 20,  Features Intersected: METRO NORTH RR,  Facility Carried by Structure: 175TH 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),  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: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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 minimum criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,468,000,  Roadway Improvement Cost: $1,446,000,  Total Project Cost: $3,914,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224176,  Location: IN BELMONT (Lat: 40.847378,  Lng: -73.899528),  Route carried "on" structure: City street ,  Year Built: 1889,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 9,855 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,901 (year 2040),  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: EAST TREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 5.1m (16.7ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $5,769,000,  Roadway Improvement Cost: $3,378,000,  Total Project Cost: $9,147,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 224179,  Location: EAST 180TH STREET (Lat: 40.851919,  Lng: -73.896944),  Route carried "on" structure: City street ,  Year Built: 1889,  Year Reconstructed: 1936,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 6,860 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,333 (year 2040),  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: EAST 180TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 5.5m (18.0ft),  Right: 5.5m (18.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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 2020,  Bridge Improvement Cost: $4,286,000,  Roadway Improvement Cost: $2,510,000,  Total Project Cost: $6,796,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22418,  Location: IN FORDHAM (Lat: 40.855875,  Lng: -73.894642),  Route carried "on" structure: City street ,  Year Built: 1896,  Year Reconstructed: 1936,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 2,596 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,634 (year 2040),  Design Load: H 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: EAST 183RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.8 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: 42.1 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,168,000,  Roadway Improvement Cost: $1,855,000,  Total Project Cost: $5,024,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224181,  Location: AT BELMONT (Lat: 40.859344,  Lng: -73.892128),  Route carried "on" structure: City street ,  Year Built: 1889,  Year Reconstructed: 1938,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 5,286 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,421 (year 2040),  Design Load: H 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: EAST 188TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 5.5m (18.0ft),  Right: 5.5m (18.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,416,000,  Roadway Improvement Cost: $2,586,000,  Total Project Cost: $7,002,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224182,  Location: AT BELMONT (Lat: 40.858342,  Lng: -73.892864),  Route carried "on" structure: City street ,  Year Built: 1889,  Year Reconstructed: 1936,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 3,830 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,362 (year 2040),  Design Load: H 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: EAST 187TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  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: 77.1 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: 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: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,052,000,  Roadway Improvement Cost: $1,787,000,  Total Project Cost: $4,839,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2241839,  Location: AT FORDHAM (Lat: 40.861297,  Lng: -73.890675),  Route carried "on" structure: City street 1,  Year Built: 1889,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 25,056 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,173 (year 2040),  Design Load: HS 20,  Features Intersected: METRO NO COMMUTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.409,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 169.2m (555.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 6.1m (20.0ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 169.2m (555.1ft),  Out-to-Out Width: 181.8m (596.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $42,156,000,  Roadway Improvement Cost: $24,687,000,  Total Project Cost: $66,843,000 ( 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: 224184,  Location: IN FORDHAM (Lat: 40.866622,  Lng: -73.883097),  Route carried "on" structure: City street ,  Year Built: 1889,  Year Reconstructed: 1936,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 17,702 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,504 (year 2040),  Design Load: H 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: BEDFORD PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 6,  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: 17.6m (57.7ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $5,481,000,  Roadway Improvement Cost: $3,210,000,  Total Project Cost: $8,691,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224185,  Location: E JCT MOSHOLU PKWY & S BL (Lat: 40.868494,  Lng: -73.879606),  Route carried "on" structure: City street ,  Year Built: 1942,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 300 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 420 (year 2029),  Design Load: H 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: CONN RD BETWN MOS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 7.4m (24.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 40.2 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: 30.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,964,000,  Roadway Improvement Cost: $2,907,000,  Total Project Cost: $7,872,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224186,  Location: AT WILLIAMS BRIDGE (Lat: 40.878514,  Lng: -73.870994),  Route carried "on" structure: City street ,  Year Built: 1918,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 15,213 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,284 (year 2040),  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: GUN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.981,  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: 26.5m (86.9ft),  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: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 87.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable 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: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $7,423,000,  Roadway Improvement Cost: $4,347,000,  Total Project Cost: $11,770,000 ( 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: 224187,  Location: 233RD ST / METRO NO COMM (Lat: 40.895153,  Lng: -73.862886),  Route carried "on" structure: City street ,  Year Built: 1904,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 24,201 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,314 (year 2040),  Design Load: HS 20,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: EAST 233RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.480,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 41.8 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: 27.5 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: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $5,419,000,  Roadway Improvement Cost: $3,173,000,  Total Project Cost: $8,593,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22419,  Location: IN BAYCHESTER (Lat: 40.872425,  Lng: -73.843978),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 9,242 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,285 (year 2040),  Features Intersected: NYCTA-DYRE AVE LN,  Facility Carried by Structure: EASTCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 4,  Owner: Local Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 5.5m (18.0ft),  Right: 6.7m (22.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $10,591,000,  Roadway Improvement Cost: $6,202,000,  Total Project Cost: $16,794,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 224191,  Location: AT WILLIAMSBRIDGE (Lat: 40.870267,  Lng: -73.845839),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 9,541 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,585 (year 2040),  Features Intersected: NYCTA DYRE AVE LN,  Facility Carried by Structure: GUN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.315,  Lanes on structure: 4,  Owner: Local 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: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 6.1m (20.0ft),  Right: 5.8m (19.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: 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: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Bridge Improvement Cost: $6,329,000,  Roadway Improvement Cost: $3,706,000,  Total Project Cost: $10,035,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 224193,  Location: AT KINGSBRIDGE (Lat: 40.874233,  Lng: -73.891106),  Route carried "on" structure: City street ,  Year Built: 1936,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 6,207 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,179 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NYCTA IND YARDS,  Facility Carried by Structure: BEDFORD PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 4,  Owner: Local Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.9m (140.7ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Meets minimum limits,  Length Of Structure Improvement: 14.17m (46.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $17,787,000,  Roadway Improvement Cost: $10,416,000,  Total Project Cost: $28,204,000 ( 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: 224194,  Location: AT KINGSBRIDGE (Lat: 40.876694,  Lng: -73.889039),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 2,688 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,274 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NYCTA IND YARDS,  Facility Carried by Structure: WEST 205TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 4,  Owner: Local Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Meets minimum limits,  Length Of Structure Improvement: 11.79m (38.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $14,728,000,  Roadway Improvement Cost: $8,625,000,  Total Project Cost: $23,352,000 ( 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: 2241959,  Location: 0.2MI NW JCT BRPC&BPP (Lat: 40.858139,  Lng: -73.830503),  Route carried "on" structure: Interstate 908A,  Year Built: 1940,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 73,844 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 91,049 (year 2040),  Design Load: HS 20,  Features Intersected: AMTRAK/CSXT/P&W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.186,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.9m (153.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 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: 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: 4.75m (15.58ft),  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: $12,761,000,  Roadway Improvement Cost: $7,473,000,  Total Project Cost: $20,234,000 ( 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: 224201,  Location: JCT US1 & BRONX RIVER (Lat: 40.855406,  Lng: -73.876781),  Route carried "on" structure: US 1,  Year Built: 1907,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 25,056 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,173 (year 2040),  Features Intersected: BRONX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.712,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 6.9m (22.6ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $9,320,000,  Roadway Improvement Cost: $5,458,000,  Total Project Cost: $14,778,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2242029,  Location: 0.4 MI W OF US 1 & BRPC (Lat: 40.857008,  Lng: -73.880708),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 15,259 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,330 (year 2040),  Features Intersected: RTE 1, 1 FORDHAM RD EB,  Facility Carried by Structure: SOUTHERN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 86.3 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $7,444,000,  Roadway Improvement Cost: $4,359,000,  Total Project Cost: $11,804,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 224203,  Location: .5 MILE W JCT US 1 & BRPC (Lat: 40.857483,  Lng: -73.881828),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 8,720 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,760 (year 2040),  Features Intersected: 1 ( WB FORDHAM RD), RTE,  Facility Carried by Structure: CROTONA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.089,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $4,834,000,  Roadway Improvement Cost: $2,831,000,  Total Project Cost: $7,664,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2242071,  Location: AT WILLIAMS BRIDGE (Lat: 40.878500,  Lng: -73.869253),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,722 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,378 (year 2040),  Features Intersected: BRONX RIVER,  Facility Carried by Structure: BRONX BLVD S.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: June 2018,  Bridge Improvement Cost: $817,000,  Roadway Improvement Cost: $478,000,  Total Project Cost: $1,295,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous