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

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Structure Number: 226903,  Location: AT UNIVERSITY HEIGHTS (Lat: 40.853211,  Lng: -73.920925),  Route carried "on" structure: ServiceCity street ,  Year Built: 1975,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 1,027 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,438 (year 2039),  Features Intersected: MAC CRACKEN AVE,  Facility Carried by Structure: MATTHEWSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.3 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.33m (37.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $7,392,000,  Roadway Improvement Cost: $4,329,000,  Total Project Cost: $11,721,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226919,  Location: W70 ST E OF RIVERSIDE DRS (Lat: 40.779253,  Lng: -73.987294),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 6.58m (21.59ft),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK, RELIEF,  Facility Carried by Structure: WEST 70TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $10,077,000,  Roadway Improvement Cost: $5,901,000,  Total Project Cost: $15,979,000 ( 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: 22692,  Location: RIVERSIDE DR BET 69&72 ST (Lat: 40.779997,  Lng: -73.988325),  Route carried "on" structure: City street 9,  Year Built: 2000,  Status: Open,  Structure Length: 26.30m (86.29ft),  Average Daily Traffic: 83,341 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 102,759 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK RR W CONN, RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.479,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 5.8m (19.0ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 26.30m (86.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $31,683,000,  Roadway Improvement Cost: $18,554,000,  Total Project Cost: $50,237,000 ( 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: 226921,  Location: W68ST E PF RIVERSIDE DR (Lat: 40.777950,  Lng: -73.987978),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.74m (8.99ft),  Truck Traffic: 4%,  Design Load: HS 25 or greater,  Features Intersected: AMTRAK, RELIEF,  Facility Carried by Structure: WEST 68TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Owner: City or Municipal Highway 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: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,188,000,  Roadway Improvement Cost: $1,867,000,  Total Project Cost: $5,055,000 ( 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: 226924,  Location: RIVERSIDE DRIVE (Lat: 40.834094,  Lng: -73.949067),  Route carried "on" structure: City street ,  Year Built: 1908,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 10,510 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,767 (year 2040),  Features Intersected: WEST 155TH STREET,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 18.6m (61.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,170,000,  Roadway Improvement Cost: $1,271,000,  Total Project Cost: $3,441,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 226939,  Location: W 66 ST OVER AMTRAK (Lat: 40.776653,  Lng: -73.988781),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 8,509 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,336 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK RR,  Facility Carried by Structure: W 66TH STREET
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  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: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 6.1m (20.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 68.9 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 desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $4,244,000,  Roadway Improvement Cost: $2,485,000,  Total Project Cost: $6,729,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 22696,  Location: ERSKINE ST OVER SHORE PKY (Lat: 40.651539,  Lng: -73.865578),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 3.81m (12.50ft),  Design Load: HS 25 or greater,  Features Intersected: 9076907CSHORE PKY EB, 90,  Facility Carried by Structure: ERSKINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.8 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,714,000,  Roadway Improvement Cost: $3,346,000,  Total Project Cost: $9,061,000 ( 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: 226973,  Location: ST GEORGE FERRY TERMINAL (Lat: 40.642619,  Lng: -74.074403),  Route carried "on" structure: Ramp City street ,  Year Built: 1948,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 14.97m (49.11ft),  Average Daily Traffic: 1,400 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,960 (year 2022),  Design Load: HS 20,  Features Intersected: RMP TO FERRY TERM, SIRT,  Facility Carried by Structure: PARKING EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: 14.96m (49.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $9,958,000,  Roadway Improvement Cost: $5,832,000,  Total Project Cost: $15,790,000 ( 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: 226974,  Location: ST GEORGE FERRY TERMINAL (Lat: 40.643206,  Lng: -74.072364),  Route carried "on" structure: Ramp City street ,  Year Built: 1948,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 11.19m (36.71ft),  Truck Traffic: 7%,  Features Intersected: STATEN ISLAND RR, FERRY,  Facility Carried by Structure: BUS STATION NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 53.9m (176.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 11.18m (36.68ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $32,229,000,  Roadway Improvement Cost: $18,874,000,  Total Project Cost: $51,103,000 ( 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: 226975,  Location: ST GEORGE FERRY TERMINAL (Lat: 40.643308,  Lng: -74.073783),  Route carried "on" structure: Ramp City street ,  Year Built: 1948,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 14.14m (46.39ft),  Features Intersected: SIRT SOUTH SHORE, PARKIN,  Facility Carried by Structure: BUS STATION SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 56.6m (185.7ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 6.9m (22.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 56.6m (185.7ft),  Out-to-Out Width: 101.8m (334.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 14.14m (46.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $73,158,000,  Roadway Improvement Cost: $42,841,000,  Total Project Cost: $115,999,000 ( 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: 226976,  Location: ST GEORGE FERRY TERMINAL (Lat: 40.644444,  Lng: -74.076300),  Route carried "on" structure: Ramp City street ,  Year Built: 2012,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 718 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,408 (year 2040),  Design Load: HL 93,  Features Intersected: SIRT SOUTH SHORE,  Facility Carried by Structure: NORTH RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.02m (16.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,256,000,  Roadway Improvement Cost: $1,906,000,  Total Project Cost: $5,162,000 ( 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: 226977,  Location: ST GEORGE FERRY TERMINAL (Lat: 40.642358,  Lng: -74.074581),  Route carried "on" structure: Ramp City street ,  Year Built: 1948,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 28.04m (91.99ft),  Average Daily Traffic: 1,700 (year 2002),  Truck Traffic: 60%,  Average Future Daily Traffic: 2,380 (year 2022),  Features Intersected: EXIT RAMP FROM PARKING L,  Facility Carried by Structure: BUS STA ENTR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on 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: 19,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.04m (91.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $16,929,000,  Roadway Improvement Cost: $9,914,000,  Total Project Cost: $26,843,000 ( 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: 226978,  Location: ST GEORGE FERRY TERMINAL (Lat: 40.643011,  Lng: -74.074983),  Route carried "on" structure: Ramp City street ,  Year Built: 1948,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.88m (19.29ft),  Truck Traffic: 7%,  Design Load: H 20,  Features Intersected: SIRT SOUTH SHORE,  Facility Carried by Structure: PARKING ENTR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.6m (80.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $4,758,000,  Roadway Improvement Cost: $2,786,000,  Total Project Cost: $7,544,000 ( 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: 226979,  Location: ST GEORGE FERRY TERMINAL (Lat: 40.643800,  Lng: -74.073331),  Route carried "on" structure: Ramp City street ,  Year Built: 1948,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 11.16m (36.61ft),  Truck Traffic: 7%,  Design Load: HS 20,  Features Intersected: STATEN ISLAND RR,  Facility Carried by Structure: BUS STA EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 6.1m (20.0ft),  Right: 0.0m,  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.15m (36.58ft),  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: $14,715,000,  Roadway Improvement Cost: $8,617,000,  Total Project Cost: $23,332,000 ( 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: 226998,  Location: W 64 ST OVER AMTRAK (Lat: 40.775344,  Lng: -73.989700),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 2.65m (8.69ft),  Truck Traffic: 4%,  Design Load: HS 25 or greater,  Features Intersected: AMTRAK RR,  Facility Carried by Structure: W 64TH STREET
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 99.8 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,807,000,  Roadway Improvement Cost: $2,229,000,  Total Project Cost: $6,036,000 ( 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: 227003,  Location: E. 156th Street (Lat: 40.823153,  Lng: -73.921594),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 25.91m (85.01ft),  Design Load: HS 20,  Features Intersected: ACCESS TO HOUSING,  Facility Carried by Structure: EAST 156TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 25.90m (84.97ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $21,360,000,  Roadway Improvement Cost: $12,508,000,  Total Project Cost: $33,868,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 227018,  Location: ST. GEORGE FERRY TERMINAL (Lat: 40.642211,  Lng: -74.074603),  Route carried "on" structure: City street ,  Year Built: 1948,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 166 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 232 (year 2037),  Features Intersected: SIRT SOUTH SHORE,  Facility Carried by Structure: BOROUGH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Inventory Rating: 86.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,418,000,  Roadway Improvement Cost: $830,000,  Total Project Cost: $2,248,000 ( 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: 227069,  Location: Flushing Meadow Park (Lat: 40.752697,  Lng: -73.839978),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 6,319 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,847 (year 2039),  Features Intersected: TIDE GATE DAM,  Facility Carried by Structure: FLUSHING MDOW PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.025,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.48m (17.98ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $2,795,000,  Roadway Improvement Cost: $1,637,000,  Total Project Cost: $4,432,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5066649,  Location: 1.4 MI NW I295 + I95 (Lat: 40.856517,  Lng: -73.826414),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 135,530 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 173,180 (year 2040),  Design Load: HS 20,  Features Intersected: 907FX(WB), Pedestrian wa
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.794,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 38.0m (124.7ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.3 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: 44.1 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: 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: 6.37m (20.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $11,959,000,  Roadway Improvement Cost: $7,003,000,  Total Project Cost: $18,962,000 ( 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: 5066651,  Location: JCT I95& HUTCHINSON R PKY (Lat: 40.860844,  Lng: -73.828264),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 8,073 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,110 (year 2040),  Features Intersected: 908A SB, RTE 908A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.101,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 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: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $6,373,000,  Roadway Improvement Cost: $3,732,000,  Total Project Cost: $10,106,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5066652,  Location: JCT I95& HUTCHINSON R PKY (Lat: 40.861111,  Lng: -73.828033),  Route carried "on" structure: Interstate 95,  Year Built: 1940,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 44,573 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 56,954 (year 2040),  Features Intersected: 908A SB, RTE 908A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.341,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $7,100,000,  Roadway Improvement Cost: $4,158,000,  Total Project Cost: $11,259,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5075309,  Location: 1.6 MI NW JCT I295 & I95 (Lat: 40.859206,  Lng: -73.827217),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 135,530 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 173,180 (year 2040),  Design Load: HS 20,  Features Intersected: ERSKINE PLACE, AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.068,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 39.9m (130.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 37.0m (121.4ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.7 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: 34.3 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: 10.78m (35.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $23,064,000,  Roadway Improvement Cost: $13,506,000,  Total Project Cost: $36,570,000 ( 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: 507538,  Location: 0.1 MI. N. of H.R. PRKWY (Lat: 40.862164,  Lng: -73.829578),  Route carried "on" structure: Ramp City street ,  Year Built: 1957,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.78m (12.40ft),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: RTE I95,  Facility Carried by Structure: I-95 EXIT 10 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 84.4 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: 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: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,021,000,  Roadway Improvement Cost: $1,769,000,  Total Project Cost: $4,790,000 ( 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: 5075399,  Location: 2.3 MI NW JCT I295 & I95 (Lat: 40.868394,  Lng: -73.832719),  Route carried "on" structure: Interstate 95,  Year Built: 1956,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 89,145 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 113,909 (year 2040),  Design Load: HS 20,  Features Intersected: BARTOW AVE, BARTOW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.242,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.6 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Bridge Improvement Cost: $7,578,000,  Roadway Improvement Cost: $4,438,000,  Total Project Cost: $12,016,000 ( 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: 5075429,  Location: 3.6 MI NW I295+I95 (Lat: 40.883803,  Lng: -73.825781),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 9,939 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,985 (year 2040),  Design Load: HS 20,  Features Intersected: 95IX Southbound, RTE I95,  Facility Carried by Structure: CONNER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 4.8m (15.7ft),  Right: 4.8m (15.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $7,031,000,  Roadway Improvement Cost: $4,118,000,  Total Project Cost: $11,149,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5075439,  Location: 3.9 MI NW I295 & I95 (Lat: 40.885297,  Lng: -73.820797),  Route carried "on" structure: Interstate 95,  Year Built: 1995,  Status: Open,  Structure Length: 18.99m (62.30ft),  Average Daily Traffic: 71,194 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 90,971 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HOLLERS AVENUE, EASTCHES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.672,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 41.1m (134.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.98m (62.27ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $30,280,000,  Roadway Improvement Cost: $17,732,000,  Total Project Cost: $48,012,000 ( 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: 5075449,  Location: 5.0 MI NW I295&I95 (Lat: 40.886750,  Lng: -73.815325),  Route carried "on" structure: Interstate 95,  Year Built: 1956,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 71,194 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 90,971 (year 2040),  Design Load: HS 20,  Features Intersected: 908AX NB, RTE 908A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.203,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 27.8m (91.2ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 90.2 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $11,733,000,  Roadway Improvement Cost: $6,871,000,  Total Project Cost: $18,604,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 507607,  Location: 2.8 MI NW JCT I295 & I95 (Lat: 40.875431,  Lng: -73.834856),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.90m (9.51ft),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: RTE I95,  Facility Carried by Structure: BAYCHESTERAV RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 67.1 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: 51.8 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 corrective action,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,990,000,  Roadway Improvement Cost: $2,336,000,  Total Project Cost: $6,326,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5521209,  Location: ON RANDALLS ISLAND (Lat: 40.800922,  Lng: -73.929094),  Route carried "on" structure: City street 900,  Year Built: 1936,  Status: Open,  Structure Length: 142.49m (467.49ft),  Average Daily Traffic: 75,581 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 93,191 (year 2040),  Features Intersected: FROM HARLEM RV DR, QNS T
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 26,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 62.1m (203.7ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 119,  Length of Maximum Span: 96.0m (315.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 142.49m (467.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $500,000,000,  Roadway Improvement Cost: $292,800,000,  Total Project Cost: $792,800,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552120A,  Location: MANHATTAN (Lat: 40.800886,  Lng: -73.930069),  Route carried "on" structure: Ramp Other road ,  Year Built: 1956,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 14.26m (46.78ft),  Truck Traffic: 2%,  Design Load: HS 25 or greater,  Features Intersected: TRIBORO BRIDGE, E125 ST,  Facility Carried by Structure: FROM HARLEM RV DR
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Lanes under structure: 7,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 14.26m (46.78ft),  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: $5,074,000,  Roadway Improvement Cost: $2,971,000,  Total Project Cost: $8,045,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 552120B,  Location: MANHATTAN (Lat: 40.802003,  Lng: -73.931025),  Route carried "on" structure: Other road 900,  Year Built: 1936,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 16.18m (53.08ft),  Average Daily Traffic: 75,581 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 93,191 (year 2040),  Features Intersected: Harlem Rvr D - Northboun
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.676,  Lanes on structure: 3,  Lanes under structure: 13,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.4 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: 43.7 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.18m (53.08ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $9,756,000,  Roadway Improvement Cost: $5,713,000,  Total Project Cost: $15,468,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 552120C,  Location: MANHATTAN (Lat: 40.801492,  Lng: -73.931383),  Route carried "on" structure: City street ,  Year Built: 1936,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 16.89m (55.41ft),  Average Daily Traffic: 12,160 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,993 (year 2040),  Features Intersected: FDR D, From Harlem Rvr D,  Facility Carried by Structure: Ramp from 124th S
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.306,  Lanes on structure: 1,  Lanes under structure: 10,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 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: 44.1 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.88m (55.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $9,472,000,  Roadway Improvement Cost: $5,547,000,  Total Project Cost: $15,018,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 552120D,  Location: AT RANDALLS ISLAND (Lat: 40.799550,  Lng: -73.925008),  Route carried "on" structure: Ramp Other road ,  Year Built: 1967,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 21.82m (71.59ft),  Truck Traffic: 11%,  Features Intersected: RFK Bridge, ISLAND ACCES,  Facility Carried by Structure: QNS TO RANDALS IS
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Lanes under structure: 8,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 46.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 21.82m (71.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $8,219,000,  Roadway Improvement Cost: $4,813,000,  Total Project Cost: $13,032,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 552120E,  Location: AT RANDALLS ISLAND (Lat: 40.797953,  Lng: -73.923992),  Route carried "on" structure: Ramp Other road ,  Year Built: 1967,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 19.87m (65.19ft),  Truck Traffic: 11%,  Features Intersected: RANDALL IS ACCESS ROAD,  Facility Carried by Structure: RANDALL IS TO QNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Better than present minimum criteria,  Length Of Structure Improvement: 19.87m (65.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $7,476,000,  Roadway Improvement Cost: $4,378,000,  Total Project Cost: $11,854,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 552120F,  Location: 278I MANHATTAN TO BRONX (Lat: 40.796617,  Lng: -73.919739),  Route carried "on" structure: Ramp Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 34.59m (113.48ft),  Truck Traffic: 11%,  Features Intersected: RTE I278, TRIBORO BRDG A,  Facility Carried by Structure: MANHTN TO BRONX
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.257,  Lanes on structure: 1,  Lanes under structure: 10,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 53.5 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 desirable criteria,  Length Of Structure Improvement: 34.59m (113.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $16,686,000,  Roadway Improvement Cost: $9,771,000,  Total Project Cost: $26,457,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing