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

Find on map >>   Show street view

Structure Number: 2242072,  Location: AT WILLIAMS BRIDGE (Lat: 40.878419,  Lng: -73.869122),  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 N.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: 0.0m,  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 12.0m (39.4ft)

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: $827,000,  Roadway Improvement Cost: $484,000,  Total Project Cost: $1,311,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2242081,  Location: AT WILLIAMSBRIDGE (Lat: 40.876325,  Lng: -73.870286),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 1,722 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,378 (year 2040),  Features Intersected: Pedestrian Walkway, BRON,  Facility Carried by Structure: BRONX BLVD S.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Serious,  Operating Rating: 44.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.8 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 minimum criteria,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: June 2018,  Bridge Improvement Cost: $3,176,000,  Roadway Improvement Cost: $1,860,000,  Total Project Cost: $5,035,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2242082,  Location: AT WILLIAMSBRIDGE (Lat: 40.876364,  Lng: -73.870081),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 2.32m (7.61ft),  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 N.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Serious,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: June 2018,  Bridge Improvement Cost: $3,193,000,  Roadway Improvement Cost: $1,870,000,  Total Project Cost: $5,063,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2242099,  Location: IN BRONX PARK (Lat: 40.871686,  Lng: -73.872772),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 10 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 14 (year 2029),  Features Intersected: BRONX RIVER,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 6.4m (21.0ft),  Right: 6.4m (21.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,690,000,  Roadway Improvement Cost: $2,746,000,  Total Project Cost: $7,436,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 22421,  Location: IN BRONX PARK (Lat: 40.867733,  Lng: -73.876478),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 300 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 420 (year 2029),  Features Intersected: TWIN LAKES,  Facility Carried by Structure: BOTANICAL GRDN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.5 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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $995,000,  Roadway Improvement Cost: $583,000,  Total Project Cost: $1,577,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224211,  Location: IN BRONX PARK (Lat: 40.852942,  Lng: -73.874044),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 3.93m (12.89ft),  Truck Traffic: 5%,  Features Intersected: BRONX RIVER,  Facility Carried by Structure: BOSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.553,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $5,964,000,  Roadway Improvement Cost: $3,493,000,  Total Project Cost: $9,457,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2242149,  Location: OVER BRONX RIVER (Lat: 40.839897,  Lng: -73.878344),  Route carried "on" structure: City street ,  Year Built: 1897,  Year Reconstructed: 1955,  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: BRONX RIVER,  Facility Carried by Structure: E.TREMONT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.039,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 32 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: 3.9m (12.8ft),  Right: 5.7m (18.7ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 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: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $8,430,000,  Roadway Improvement Cost: $4,937,000,  Total Project Cost: $13,367,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 224221,  Location: IN BRONX PARK (Lat: 40.866189,  Lng: -73.875128),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 100 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 140 (year 2029),  Features Intersected: BRONX RIVER,  Facility Carried by Structure: PARKRD SO ALLERT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.99m (16.37ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: June 2018,  Bridge Improvement Cost: $2,949,000,  Roadway Improvement Cost: $1,727,000,  Total Project Cost: $4,676,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 224222,  Location: IN BRONX PARK (Lat: 40.861197,  Lng: -73.875578),  Route carried "on" structure: Other road ,  Year Built: 1920,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 50 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 70 (year 2029),  Features Intersected: Pedestrian Foot Path, BR,  Facility Carried by Structure: SNUFF MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.14m (13.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $5,037,000,  Roadway Improvement Cost: $2,950,000,  Total Project Cost: $7,986,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 2242259,  Location: AT MORRISANIA (Lat: 40.826811,  Lng: -73.922514),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 17,248 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,329 (year 2040),  Features Intersected: EAST 161ST STREET,  Facility Carried by Structure: GRAND CONCOURSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 8,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 61.9m (203.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 7.4m (24.3ft),  Right: 6.1m (20.0ft),  Curb-To-Curb Width: 61.9m (203.1ft),  Out-to-Out Width: 163.1m (535.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $23,887,000,  Roadway Improvement Cost: $13,988,000,  Total Project Cost: $37,875,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 224226,  Location: IN MELROSE (Lat: 40.822181,  Lng: -73.908428),  Route carried "on" structure: City street ,  Year Built: 1936,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.70m (5.58ft),  Truck Traffic: 5%,  Design Load: HS 20,  Features Intersected: EAST 161ST STREET,  Facility Carried by Structure: EAGLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $3,242,000,  Roadway Improvement Cost: $1,898,000,  Total Project Cost: $5,140,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Other

Find on map >>   Show street view

Structure Number: 224228,  Location: AT CLAREMONT (Lat: 40.834567,  Lng: -73.917900),  Route carried "on" structure: City street ,  Year Built: 1923,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 21,627 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,728 (year 2040),  Features Intersected: EAST 167TH STREET,  Facility Carried by Structure: GRAND CONCOURSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.607,  Lanes on structure: 13,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 53.9m (176.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 232.3m (762.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.5 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $32,543,000,  Roadway Improvement Cost: $19,057,000,  Total Project Cost: $51,600,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2242299,  Location: IN SOUTH BRONX (Lat: 40.813194,  Lng: -73.930336),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 5.15m (16.90ft),  Truck Traffic: 11%,  Features Intersected: EAST 138TH STREET,  Facility Carried by Structure: GRAND CONCOURSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.3m (138.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 77.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,544,000,  Roadway Improvement Cost: $2,661,000,  Total Project Cost: $7,205,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 22423,  Location: AT TREMONT (Lat: 40.838797,  Lng: -73.913933),  Route carried "on" structure: City street ,  Year Built: 1923,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 21,627 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,728 (year 2040),  Features Intersected: EAST 170TH STREET WB, EA,  Facility Carried by Structure: GRAND CONCOURSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.186,  Lanes on structure: 13,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 137.2m (450.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 6.7m (22.0ft),  Curb-To-Curb Width: 62.5m (205.1ft),  Out-to-Out Width: 223.4m (732.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.5 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $33,296,000,  Roadway Improvement Cost: $19,498,000,  Total Project Cost: $52,795,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2242319,  Location: IN TREMONT (Lat: 40.844758,  Lng: -73.911536),  Route carried "on" structure: City street ,  Year Built: 1923,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 24,856 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,972 (year 2040),  Features Intersected: EAST 174TH STREET,  Facility Carried by Structure: GRAND CONCOURSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.878,  Lanes on structure: 10,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 57.6m (189.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 5.2m (17.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 46.6m (152.9ft),  Out-to-Out Width: 57.6m (189.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $15,375,000,  Roadway Improvement Cost: $9,004,000,  Total Project Cost: $24,379,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2242329,  Location: AT TREMONT (Lat: 40.846381,  Lng: -73.909450),  Route carried "on" structure: City street ,  Year Built: 1909,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 24,856 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,972 (year 2040),  Features Intersected: EAST 175TH STREET,  Facility Carried by Structure: GRAND CONCOURSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.119,  Lanes on structure: 8,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 5.3m (17.4ft),  Right: 5.4m (17.7ft),  Curb-To-Curb Width: 43.3m (142.1ft),  Out-to-Out Width: 54.9m (180.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  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: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $21,369,000,  Roadway Improvement Cost: $12,514,000,  Total Project Cost: $33,883,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224233,  Location: AT TREMONT (Lat: 40.849414,  Lng: -73.906025),  Route carried "on" structure: City street ,  Year Built: 1923,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 22,018 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,121 (year 2040),  Features Intersected: EAST TREMONT AVE,  Facility Carried by Structure: GRAND CONCOURSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.570,  Lanes on structure: 8,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 58.8m (192.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 6.1m (20.0ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 58.8m (192.9ft),  Out-to-Out Width: 72.9m (239.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $8,928,000,  Roadway Improvement Cost: $5,228,000,  Total Project Cost: $14,156,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 224234,  Location: AT FORDHAM (Lat: 40.866172,  Lng: -73.894514),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 20,770 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,867 (year 2040),  Features Intersected: KINGSBRIDGE RD-EB, NYCTA,  Facility Carried by Structure: GRAND CONCOURSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.661,  Lanes on structure: 8,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 6.0m (19.7ft),  Right: 6.1m (20.0ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 105.2m (345.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $16,475,000,  Roadway Improvement Cost: $9,648,000,  Total Project Cost: $26,123,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224235,  Location: IN FORDHAM (Lat: 40.862442,  Lng: -73.897147),  Route carried "on" structure: City street ,  Year Built: 1923,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 23,484 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,594 (year 2040),  Features Intersected: GRAND CONCOURSE,  Facility Carried by Structure: E FORDHAM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 14.0m (45.9ft),  Right: 14.0m (45.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 49.7m (163.1ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 41.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $13,358,000,  Roadway Improvement Cost: $7,823,000,  Total Project Cost: $21,181,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224236,  Location: AT TREMONT (Lat: 40.852306,  Lng: -73.903489),  Route carried "on" structure: City street ,  Year Built: 1923,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 22,018 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,121 (year 2040),  Features Intersected: BURNSIDE AVE- EB, BURNSI,  Facility Carried by Structure: GRAND CONCOURSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.956,  Lanes on structure: 8,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 6.2m (20.3ft),  Right: 6.2m (20.3ft),  Curb-To-Curb Width: 43.0m (141.1ft),  Out-to-Out Width: 55.5m (182.1ft)

Condition: Deck: Fair,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  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: $8,197,000,  Roadway Improvement Cost: $4,800,000,  Total Project Cost: $12,996,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224237,  Location: AT KINGSBRIDGE (Lat: 40.872008,  Lng: -73.887725),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 20,375 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,470 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEDFORD PARK BLVD,  Facility Carried by Structure: GRAND CONCOURSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.530,  Lanes on structure: 8,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 6.0m (19.7ft),  Right: 6.0m (19.7ft),  Curb-To-Curb Width: 44.2m (145.0ft),  Out-to-Out Width: 56.4m (185.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 53.1 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: 40.8 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $7,241,000,  Roadway Improvement Cost: $4,240,000,  Total Project Cost: $11,481,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 224238,  Location: E OF HARRIS PK (Lat: 40.874686,  Lng: -73.886483),  Route carried "on" structure: City street ,  Year Built: 1923,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 20,375 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,470 (year 2040),  Design Load: HS 20,  Features Intersected: EAST 204TH STREET,  Facility Carried by Structure: GRAND CONCOURSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.852,  Lanes on structure: 9,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 6.2m (20.3ft),  Right: 6.2m (20.3ft),  Curb-To-Curb Width: 43.3m (142.1ft),  Out-to-Out Width: 55.8m (183.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $7,318,000,  Roadway Improvement Cost: $4,285,000,  Total Project Cost: $11,604,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 2242399,  Location: EAST 177TH ST OVER BRONX (Lat: 40.838803,  Lng: -73.878839),  Route carried "on" structure: Ramp Interstate 895,  Year Built: 1955,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 40,284 (year 1997),  Truck Traffic: 7%,  Average Future Daily Traffic: 56,398 (year 2017),  Design Load: HS 20,  Features Intersected: BRONX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 78.4 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: 51.2 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.48m (17.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $4,711,000,  Roadway Improvement Cost: $2,759,000,  Total Project Cost: $7,469,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 22424,  Location: 0.4 MI N JCT 95I& BRONX R (Lat: 40.842339,  Lng: -73.876953),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 10,445 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,623 (year 2040),  Features Intersected: BRONX RIVER,  Facility Carried by Structure: EAST 180TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Operating Rating: 39.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $5,604,000,  Roadway Improvement Cost: $3,281,000,  Total Project Cost: $8,885,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224243,  Location: AT WILLIAMSBRIDGE (Lat: 40.878108,  Lng: -73.869361),  Route carried "on" structure: City street ,  Year Built: 1921,  Status: Open,  Structure Length: 3.01m (9.88ft),  Average Daily Traffic: 15,701 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,774 (year 2040),  Features Intersected: BRONX BOULEVARD (SB), BR,  Facility Carried by Structure: GUN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 4.8m (15.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.01m (9.88ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $5,353,000,  Roadway Improvement Cost: $3,135,000,  Total Project Cost: $8,488,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 224244,  Location: IN NORTH BRONX (Lat: 40.877908,  Lng: -73.868517),  Route carried "on" structure: City street ,  Year Built: 1918,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 15,701 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,774 (year 2040),  Features Intersected: BRONX RIVER,  Facility Carried by Structure: GUN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  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: 28.0m (91.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.8 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 minimum criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $8,441,000,  Roadway Improvement Cost: $4,943,000,  Total Project Cost: $13,384,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2242459,  Location: IN WOODLAWN (Lat: 40.894897,  Lng: -73.862156),  Route carried "on" structure: City street ,  Year Built: 1904,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 24,201 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,314 (year 2040),  Features Intersected: BRONX RIVER,  Facility Carried by Structure: E 233RD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 44.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $7,909,000,  Roadway Improvement Cost: $4,632,000,  Total Project Cost: $12,541,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224246,  Location: AT WOODLAWN (Lat: 40.895297,  Lng: -73.863283),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 24,201 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,314 (year 2040),  Features Intersected: RTE 907H,  Facility Carried by Structure: EAST 233RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 6,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  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: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,894,000,  Roadway Improvement Cost: $1,695,000,  Total Project Cost: $4,589,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224301,  Location: IN KENSINGTON (Lat: 40.660683,  Lng: -73.962006),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 2,529 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,541 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: NYCTA BRIGHTON LN,  Facility Carried by Structure: LINCOLN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: Local 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: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 5.5m (18.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 87.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.52m (8.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,592,000,  Roadway Improvement Cost: $2,689,000,  Total Project Cost: $7,281,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 224302,  Location: AT KENSINGTON (Lat: 40.654217,  Lng: -73.961794),  Route carried "on" structure: Other road ,  Year Built: 1916,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 14,453 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,520 (year 2040),  Features Intersected: NYCTA BRIGHTON LN,  Facility Carried by Structure: OCEAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.916,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 5.2m (17.1ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 185.6m (608.9ft)

Condition: Superstructure: Fair,  Substructure: Poor,  Operating Rating: 50.8 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: Meets minimum limits,  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: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $76,689,000,  Roadway Improvement Cost: $44,909,000,  Total Project Cost: $121,598,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224304,  Location: IN KENSINGTON (Lat: 40.652925,  Lng: -73.962208),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Posted for load-capacity,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,519 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,127 (year 2037),  Features Intersected: NYCTA BMT LINE,  Facility Carried by Structure: CROOKE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Local Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Superstructure: Fair,  Substructure: Poor,  Operating Rating: 72.5 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $5,762,000,  Roadway Improvement Cost: $3,374,000,  Total Project Cost: $9,137,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 224305,  Location: IN KENSINGTON (Lat: 40.651681,  Lng: -73.962617),  Route carried "on" structure: City street 27,  Year Built: 1916,  Status: Posted for load-capacity,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 9,533 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,577 (year 2040),  Features Intersected: NYCTA BRIGHTON LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 3,  Owner: Local Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 5.6m (18.4ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 105.8m (347.1ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  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: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $14,550,000,  Roadway Improvement Cost: $8,520,000,  Total Project Cost: $23,070,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 224308,  Location: IN KENSINGTON (Lat: 40.649889,  Lng: -73.963156),  Route carried "on" structure: City street ,  Year Built: 1907,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,948 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,727 (year 2037),  Features Intersected: NYCTA BRIGHTON LN,  Facility Carried by Structure: EAST 18TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 3,  Owner: Local Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 106.7m (350.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 50.0 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $16,959,000,  Roadway Improvement Cost: $9,931,000,  Total Project Cost: $26,890,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 224311,  Location: AT KENSINGTON (Lat: 40.641422,  Lng: -73.963967),  Route carried "on" structure: City street ,  Year Built: 1907,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 6,080 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,930 (year 2040),  Features Intersected: NYCTA BRIGHTON LN,  Facility Carried by Structure: CORTELYOU ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  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: 12.2m (40.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $3,827,000,  Roadway Improvement Cost: $2,241,000,  Total Project Cost: $6,069,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 224312,  Location: KENSINGTON (Lat: 40.639467,  Lng: -73.963611),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 5,281 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,362 (year 2040),  Design Load: HS 20,  Features Intersected: NYC TRANSIT AUTH,  Facility Carried by Structure: DORCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Local Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 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: 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: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,901,000,  Roadway Improvement Cost: $1,113,000,  Total Project Cost: $3,015,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 224313,  Location: DITMAS AVE/NYCTA"B"LINE (Lat: 40.637303,  Lng: -73.963181),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 8,203 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,484 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: NYCTA-BRIGHTON LN,  Facility Carried by Structure: DITMAS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $3,434,000,  Roadway Improvement Cost: $2,011,000,  Total Project Cost: $5,445,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete