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

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Structure Number: 222938,  Location: 5 MI NE JCT SH9A &79TH ST (Lat: 40.850342,  Lng: -73.944592),  Route carried "on" structure: City street 907V,  Year Built: 1937,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 18.35m (60.20ft),  Average Daily Traffic: 67,091 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 82,723 (year 2040),  Features Intersected: TERRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.200,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.34m (60.17ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $12,114,000,  Roadway Improvement Cost: $7,094,000,  Total Project Cost: $19,208,000 ( 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: 222939,  Location: 5.2 MI NE ROUTE 9A+79 ST (Lat: 40.852136,  Lng: -73.942578),  Route carried "on" structure: City street 907V,  Year Built: 1939,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 67,091 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 82,723 (year 2040),  Features Intersected: PARK PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.538,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $634,000,  Roadway Improvement Cost: $371,000,  Total Project Cost: $1,005,000 ( Estimate for 2021)

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Structure Number: 222941,  Location: 6.4 MI NE ROUTE 9A+79 ST (Lat: 40.866917,  Lng: -73.931908),  Route carried "on" structure: State highway 9A,  Year Built: 1937,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 67,091 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 82,723 (year 2040),  Design Load: HS 20,  Features Intersected: ACCESS RD TO HHPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.421,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $4,175,000,  Roadway Improvement Cost: $2,445,000,  Total Project Cost: $6,620,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 222942,  Location: 6.5 MI NE ROUTE 9A+79 ST (Lat: 40.868464,  Lng: -73.931017),  Route carried "on" structure: State highway 9A,  Year Built: 1937,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 78,312 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 96,558 (year 2040),  Features Intersected: DYCKMAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.614,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 37.1m (121.7ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $16,843,000,  Roadway Improvement Cost: $9,863,000,  Total Project Cost: $26,706,000 ( 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: 222943,  Location: 6.4 MI NE ROUTE 9A+79 ST (Lat: 40.868572,  Lng: -73.931442),  Route carried "on" structure: City street 907V,  Year Built: 1939,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 64.13m (210.40ft),  Average Daily Traffic: 78,312 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 96,558 (year 2040),  Features Intersected: DYCKMAN STREET, AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.308,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 39,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.12m (210.37ft),  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: $33,544,000,  Roadway Improvement Cost: $19,644,000,  Total Project Cost: $53,188,000 ( 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: 222943A,  Location: 6.4 MI NE JCT SH9A&79THST (Lat: 40.866747,  Lng: -73.932258),  Route carried "on" structure: Ramp City street 907V,  Year Built: 1939,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.71m (12.17ft),  Truck Traffic: 2%,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 20.4 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: 15.9 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: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.71m (12.17ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2020,  Bridge Improvement Cost: $1,322,000,  Roadway Improvement Cost: $774,000,  Total Project Cost: $2,096,000 ( 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: 222944,  Location: .2 MI NE H.HUDSON BR+9A (Lat: 40.880489,  Lng: -73.918319),  Route carried "on" structure: City street 907V,  Year Built: 1937,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 67,364 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 83,059 (year 2040),  Features Intersected: KAPPOCK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,793,000,  Roadway Improvement Cost: $2,221,000,  Total Project Cost: $6,015,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222945,  Location: .6 MI NE H.HUDSON BR+9A (Lat: 40.884553,  Lng: -73.914658),  Route carried "on" structure: ServiceCity street ,  Year Built: 1937,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 8,141 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,397 (year 2039),  Features Intersected: RTE 907V, RTE 907V,  Facility Carried by Structure: WEST 232ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.9 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 desirable criteria,  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,174,000,  Roadway Improvement Cost: $1,859,000,  Total Project Cost: $5,033,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 222947,  Location: 1.1 MI NE H.HUDSON BR+9A (Lat: 40.889450,  Lng: -73.908839),  Route carried "on" structure: ServiceCity street ,  Year Built: 1937,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 8,610 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,650 (year 2040),  Design Load: H 20,  Features Intersected: RTE 907V, RTE 907V,  Facility Carried by Structure: WEST 239TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,741,000,  Roadway Improvement Cost: $2,191,000,  Total Project Cost: $5,932,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 222948,  Location: 1.2 MI NE H.HUDSON BR+9A (Lat: 40.890683,  Lng: -73.908278),  Route carried "on" structure: ServiceCity street ,  Year Built: 1938,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 1,511 (year 1996),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,115 (year 2016),  Design Load: H 20,  Features Intersected: RTE 907V, RTE 907V, Henr,  Facility Carried by Structure: MANHATTAN COL PKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,330,000,  Roadway Improvement Cost: $1,950,000,  Total Project Cost: $5,281,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 222949,  Location: 1.4 MI NE H.HUDSON BR+9A (Lat: 40.893592,  Lng: -73.908289),  Route carried "on" structure: ServiceCity street ,  Year Built: 1938,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 2,534 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,548 (year 2039),  Design Load: H 20,  Features Intersected: RTE 907V, RTE 907V,  Facility Carried by Structure: WEST 246TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.52m (8.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,670,000,  Roadway Improvement Cost: $2,149,000,  Total Project Cost: $5,819,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22295,  Location: 1.8 MI NE H.HUDSON BR+9A (Lat: 40.899317,  Lng: -73.907194),  Route carried "on" structure: ServiceCity street ,  Year Built: 1938,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 3,656 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,118 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: RTE 907V, RTE 907V,  Facility Carried by Structure: 252 STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,369,000,  Roadway Improvement Cost: $1,387,000,  Total Project Cost: $3,756,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 222951,  Location: 1.9 MI NE H.HUDSON BR+9A (Lat: 40.900569,  Lng: -73.905742),  Route carried "on" structure: ServiceCity street ,  Year Built: 1937,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 7,113 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,146 (year 2040),  Design Load: H 20,  Features Intersected: RTE 907V, RTE 907V,  Facility Carried by Structure: RIVERDALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,480,000,  Roadway Improvement Cost: $2,038,000,  Total Project Cost: $5,518,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 222952,  Location: 2.1 MI NE H.HUDSON BR+9A (Lat: 40.901169,  Lng: -73.901931),  Route carried "on" structure: ServiceCity street ,  Year Built: 1936,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 3,072 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,028 (year 2040),  Design Load: H 20,  Features Intersected: 907V907VX1M21020 NB, RTE,  Facility Carried by Structure: FIELDSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $6,725,000,  Roadway Improvement Cost: $3,938,000,  Total Project Cost: $10,663,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222953,  Location: 2.4 MI NE H.HUDSON BR+9A (Lat: 40.900311,  Lng: -73.897008),  Route carried "on" structure: State highway 907V,  Year Built: 1937,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 66,236 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 81,668 (year 2040),  Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $5,554,000,  Roadway Improvement Cost: $3,252,000,  Total Project Cost: $8,807,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 222956,  Location: 2.4 MI N I278&I678 (Lat: 40.856419,  Lng: -73.835461),  Route carried "on" structure: City street 907F,  Year Built: 1907,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 36,158 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,327 (year 2040),  Design Load: HS 20,  Features Intersected: AMTRAK/CSXT/P&W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.832,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $16,883,000,  Roadway Improvement Cost: $9,886,000,  Total Project Cost: $26,769,000 ( 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: 2229579,  Location: JCT US1+HUTCHINSON RIVER (Lat: 40.887331,  Lng: -73.824486),  Route carried "on" structure: Business US 1,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 41.54m (136.29ft),  Average Daily Traffic: 16,923 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,002 (year 2040),  Features Intersected: Boston Post Local Road t
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.488,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 30.4m (99.7ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 43.2m (141.7ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 76.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.54m (136.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $37,802,000,  Roadway Improvement Cost: $22,137,000,  Total Project Cost: $59,940,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 223,  Location: 4.5 MI SW 25+INTERBRO PKY (Lat: 40.679761,  Lng: -73.896975),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 11,663 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,380 (year 2040),  Design Load: H 20,  Features Intersected: RTE 908B, RTE 908B,  Facility Carried by Structure: HIGHLAND BLVD E B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $4,617,000,  Roadway Improvement Cost: $2,704,000,  Total Project Cost: $7,320,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 223001,  Location: 4.5 MI SW 25+INTERBRO PKY (Lat: 40.680383,  Lng: -73.896772),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 8,314 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,099 (year 2040),  Design Load: H 20,  Features Intersected: RTE 908B, RTE 908B,  Facility Carried by Structure: HIGHLAND BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $2,725,000,  Roadway Improvement Cost: $1,596,000,  Total Project Cost: $4,320,000 ( Estimate for 2021)

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Structure Number: 223002,  Location: 4.5 MI SW 25+INTERBRO PKY (Lat: 40.680431,  Lng: -73.896669),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 8,314 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,099 (year 2040),  Design Load: H 20,  Features Intersected: RTE 908B, VERMONT AVENUE,  Facility Carried by Structure: HIGHLAND BLVD W
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: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $3,128,000,  Roadway Improvement Cost: $1,832,000,  Total Project Cost: $4,960,000 ( Estimate for 2021)

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Structure Number: 2230039,  Location: 3.8 MI SW 25+INTERBRO PKY (Lat: 40.689794,  Lng: -73.890339),  Route carried "on" structure: City street 908B,  Year Built: 1937,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 68,121 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 83,993 (year 2040),  Design Load: H 20,  Features Intersected: VERMONT PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.981,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,185,000,  Roadway Improvement Cost: $3,037,000,  Total Project Cost: $8,222,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 223004,  Location: 3.4 MI SW JT SH25 & IB PK (Lat: 40.692147,  Lng: -73.882506),  Route carried "on" structure: Business City street ,  Year Built: 1937,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 14,761 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,830 (year 2040),  Design Load: H 20,  Features Intersected: 908B 908BX5M23010, RTE 9,  Facility Carried by Structure: CYPRESS HILLS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.7 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 corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,368,000,  Roadway Improvement Cost: $1,972,000,  Total Project Cost: $5,341,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2230099,  Location: 2.8 MI SW 25+INTERBRO PKY (Lat: 40.696247,  Lng: -73.874794),  Route carried "on" structure: City street 908B,  Year Built: 1935,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 88,946 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 109,670 (year 2040),  Features Intersected: CYPRESS HILLS CEM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.590,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $4,873,000,  Roadway Improvement Cost: $2,854,000,  Total Project Cost: $7,727,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2230109,  Location: 2.4 MI SW 25+INTERBRO PKY (Lat: 40.699703,  Lng: -73.868594),  Route carried "on" structure: City street 908B,  Year Built: 1937,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 88,946 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 109,670 (year 2040),  Design Load: H 20,  Features Intersected: FOREST PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.282,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,746,000,  Roadway Improvement Cost: $2,194,000,  Total Project Cost: $5,940,000 ( 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: 2230119,  Location: 2.0MI SW 25+INTERBRO PKWY (Lat: 40.702794,  Lng: -73.862442),  Route carried "on" structure: City street 908B,  Year Built: 1937,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 88,946 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 109,670 (year 2040),  Design Load: H 20,  Features Intersected: 86 STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.006,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,595,000,  Roadway Improvement Cost: $2,105,000,  Total Project Cost: $5,701,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 223012,  Location: 1.8MI SW 25+INTERBRO PKWY (Lat: 40.702917,  Lng: -73.858247),  Route carried "on" structure: Business City street ,  Year Built: 1937,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 9,043 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,085 (year 2040),  Design Load: H 20,  Features Intersected: 908B908BX5M24026, RTE 90,  Facility Carried by Structure: MYRTLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.489,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.9 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 desirable criteria,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $5,490,000,  Roadway Improvement Cost: $3,215,000,  Total Project Cost: $8,704,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2230139,  Location: 1.6MI SW 25+INTERBRO PKWY (Lat: 40.703747,  Lng: -73.855675),  Route carried "on" structure: City street 908B,  Year Built: 1937,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 88,946 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 109,670 (year 2040),  Design Load: H 20,  Features Intersected: WOODHAVEN BLVD, WOODHAVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.602,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $5,431,000,  Roadway Improvement Cost: $3,181,000,  Total Project Cost: $8,612,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2230149,  Location: 1.5 MI SW JCT SH25&IB PKY (Lat: 40.704233,  Lng: -73.854019),  Route carried "on" structure: City street 908B,  Year Built: 1938,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 88,946 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 109,670 (year 2040),  Design Load: H 20,  Features Intersected: LIRR - EX ROCKAWAY LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.763,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,609,000,  Roadway Improvement Cost: $2,114,000,  Total Project Cost: $5,723,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2230159,  Location: 1.4MI SW 25+INTERBRO PKWY (Lat: 40.705228,  Lng: -73.852578),  Route carried "on" structure: State highway 908B,  Year Built: 1938,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 88,946 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 109,670 (year 2040),  Design Load: H 20,  Features Intersected: PARK PED PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.924,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,460,000,  Roadway Improvement Cost: $1,440,000,  Total Project Cost: $3,900,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2230169,  Location: 1.2MI SW 25+INTERBRO PKWY (Lat: 40.706369,  Lng: -73.851844),  Route carried "on" structure: State highway 908B,  Year Built: 1937,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 88,946 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 109,670 (year 2040),  Design Load: H 20,  Features Intersected: PEDES-EQUEST PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.084,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,652,000,  Roadway Improvement Cost: $967,000,  Total Project Cost: $2,619,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2230179,  Location: .7MI SW 25+INTERBRO PKWY (Lat: 40.708933,  Lng: -73.841644),  Route carried "on" structure: City street 908B,  Year Built: 1937,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 96,497 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 118,980 (year 2040),  Design Load: H 20,  Features Intersected: METROPOLITAN AVE, METROP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.018,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Excellent,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.7 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: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $5,184,000,  Roadway Improvement Cost: $3,036,000,  Total Project Cost: $8,220,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 223018,  Location: .4MI.SW RTE25&INTRBORO PK (Lat: 40.710692,  Lng: -73.837586),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 20,198 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,292 (year 2040),  Design Load: HS 20,  Features Intersected: 908B908BX5M23039, RTE 90,  Facility Carried by Structure: UNION TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: 34.7 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $4,379,000,  Roadway Improvement Cost: $2,565,000,  Total Project Cost: $6,944,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 223019,  Location: .3MI SW 25+INTERBRO PKWY (Lat: 40.711744,  Lng: -73.836028),  Route carried "on" structure: ServiceCity street ,  Year Built: 1937,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 9,166 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,832 (year 2040),  Design Load: H 20,  Features Intersected: 908B908BX5M23040, RTE 90,  Facility Carried by Structure: MARKWOOD PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.974,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $3,434,000,  Roadway Improvement Cost: $2,011,000,  Total Project Cost: $5,446,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2230209,  Location: JCT SH 25&J ROBINSON PKWY (Lat: 40.714289,  Lng: -73.831103),  Route carried "on" structure: Business City street 25,  Year Built: 1937,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 31,183 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,329 (year 2040),  Features Intersected: 908B908BX5M23044, RTE 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.376,  Lanes on structure: 12,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 5.5m (18.0ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 50.4m (165.4ft),  Out-to-Out Width: 70.2m (230.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 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: 4.99m (16.37ft),  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: $19,484,000,  Roadway Improvement Cost: $11,410,000,  Total Project Cost: $30,893,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2230219,  Location: 1.2 MI NW I278+I495 (Lat: 40.739411,  Lng: -73.941467),  Route carried "on" structure: Interstate 495,  Year Built: 1940,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 145.79m (478.31ft),  Average Daily Traffic: 69,427 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 88,713 (year 2040),  Design Load: H 20,  Features Intersected: VAN DAM STREET, DUTCH KI
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.014,  Lanes on structure: 6,  Lanes under structure: 16,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 27.4m (89.9ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 49,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 31.4 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 145.78m (478.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: July 2018,  Bridge Improvement Cost: $167,916,000,  Roadway Improvement Cost: $98,331,000,  Total Project Cost: $266,247,000 ( 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: 223021A,  Location: 1.2 MI NW I278 & I495 (Lat: 40.737722,  Lng: -73.934631),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1940,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,209 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,544 (year 2040),  Design Load: HS 20,  Features Intersected: BORDEN AVENUE,  Facility Carried by Structure: VAN DAM ST RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.19m (7.19ft),  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: $1,165,000,  Roadway Improvement Cost: $682,000,  Total Project Cost: $1,847,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing