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

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Structure Number: 2231329,  Location: .5MI NW SHORE PKY+CROPSEY (Lat: 40.589781,  Lng: -73.992858),  Route carried "on" structure: City street 907C,  Year Built: 1941,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 124,775 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 153,847 (year 2040),  Design Load: H 20,  Features Intersected: 26 AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.413,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.5 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 minimum criteria,  Length Of Structure Improvement: 2.46m (8.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $4,421,000,  Roadway Improvement Cost: $2,589,000,  Total Project Cost: $7,010,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 223134,  Location: JCT SHORE PKY+CROPSEY AVE (Lat: 40.584142,  Lng: -73.986911),  Route carried "on" structure: Business City street ,  Year Built: 1941,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 23,012 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,120 (year 2040),  Design Load: H 20,  Features Intersected: RTE 907C, RTE 907C,  Facility Carried by Structure: CROPSEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $9,115,000,  Roadway Improvement Cost: $5,338,000,  Total Project Cost: $14,453,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2231359,  Location: .7 MI W SHORE PKY+OCEAN P (Lat: 40.582794,  Lng: -73.974497),  Route carried "on" structure: City street 907C,  Year Built: 1941,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 83.52m (274.02ft),  Average Daily Traffic: 116,826 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 144,046 (year 2040),  Design Load: HS 20,  Features Intersected: SHELL ROAD, STILLWELL AV
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 10.442,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 37,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 82.7 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: 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: 83.51m (273.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $84,896,000,  Roadway Improvement Cost: $49,715,000,  Total Project Cost: $134,611,000 ( 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: 223136,  Location: JCT SHORE PK & OCEAN PKWY (Lat: 40.583928,  Lng: -73.966686),  Route carried "on" structure: Interstate 907C,  Year Built: 2004,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 116,826 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 144,046 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: OCEAN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.955,  Lanes on structure: 8,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 39.2m (128.6ft),  Out-to-Out Width: 40.7m (133.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 6.76m (22.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $15,993,000,  Roadway Improvement Cost: $9,366,000,  Total Project Cost: $25,359,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 223137,  Location: .3MI E BELT PKY+OCEAN PKY (Lat: 40.584408,  Lng: -73.961578),  Route carried "on" structure: Ramp State highway 907C,  Year Built: 2012,  Status: Open,  Structure Length: 8.90m (29.20ft),  Truck Traffic: 1%,  Design Load: HS 25 or greater,  Features Intersected: RTE 907C, RTE 907C, SERV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 87.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,489,000,  Roadway Improvement Cost: $3,214,000,  Total Project Cost: $8,704,000 ( 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: 223138,  Location: .4MI E BELT PKY+OCEAN PKY (Lat: 40.584639,  Lng: -73.960183),  Route carried "on" structure: Business City street ,  Year Built: 1942,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 11,038 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,089 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 907C, RTE 907C,  Facility Carried by Structure: CONEY ISLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.6m (80.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: 9.17m (30.09ft),  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: $9,162,000,  Roadway Improvement Cost: $5,365,000,  Total Project Cost: $14,527,000 ( 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: 223139,  Location: .5MI E BELT PKY+OCEAN PKY (Lat: 40.584997,  Lng: -73.957547),  Route carried "on" structure: City street ,  Year Built: 1942,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 8.26m (27.10ft),  Truck Traffic: 4%,  Design Load: H 20,  Features Intersected: RTE 907C, RTE 907C, RTE,  Facility Carried by Structure: E 12TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.811,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.7 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: 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: 8.26m (27.10ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $7,543,000,  Roadway Improvement Cost: $4,417,000,  Total Project Cost: $11,961,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2231409,  Location: .8MI E BELT PKY+OCEAN PKY (Lat: 40.584689,  Lng: -73.951094),  Route carried "on" structure: Interstate 907C,  Year Built: 1942,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 115,587 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 142,518 (year 2040),  Design Load: H 20,  Features Intersected: SHEEPSHEAD BAY RD
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 13.339,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $5,442,000,  Roadway Improvement Cost: $3,187,000,  Total Project Cost: $8,629,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2231419,  Location: .9 MI E BELT PKY &OCN PKY (Lat: 40.584539,  Lng: -73.948606),  Route carried "on" structure: City street 907C,  Year Built: 1942,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 115,587 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 142,518 (year 2040),  Design Load: H 20,  Features Intersected: OCEAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.532,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.7 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: Equal to present minimum criteria,  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: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $6,483,000,  Roadway Improvement Cost: $3,796,000,  Total Project Cost: $10,279,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2231429,  Location: IN SHEEPSHEAD BAY (Lat: 40.584928,  Lng: -73.943789),  Route carried "on" structure: City street 907C,  Year Built: 1942,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 115,587 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 142,518 (year 2040),  Design Load: H 20,  Features Intersected: BEDFORD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.934,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $7,748,000,  Roadway Improvement Cost: $4,537,000,  Total Project Cost: $12,285,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2231439,  Location: 1.5MI E BELT PKY+OCEAN PY (Lat: 40.585617,  Lng: -73.939147),  Route carried "on" structure: City street 907C,  Year Built: 1942,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 115,587 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 142,518 (year 2040),  Design Load: H 20,  Features Intersected: NOSTRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.336,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $5,668,000,  Roadway Improvement Cost: $3,319,000,  Total Project Cost: $8,987,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2231449,  Location: 1.9MI E BELT PKY+OCEAN PY (Lat: 40.585650,  Lng: -73.931242),  Route carried "on" structure: Business City street ,  Year Built: 1942,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 12,728 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,787 (year 2040),  Design Load: H 20,  Features Intersected: RTE 907C, 907C907CX2M140,  Facility Carried by Structure: KNAPP STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.0m (101.7ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.0 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: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $6,567,000,  Roadway Improvement Cost: $3,846,000,  Total Project Cost: $10,413,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 223145,  Location: 2.9MI E BELT PKY+OCEAN PY (Lat: 40.586244,  Lng: -73.911742),  Route carried "on" structure: City street 907C,  Year Built: 2017,  Status: Open,  Structure Length: 15.12m (49.61ft),  Average Daily Traffic: 125,219 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 154,395 (year 2040),  Design Load: HS 20,  Features Intersected: GERRITSEN INLET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.669,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 34.4m (112.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.7m (195.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.11m (49.57ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $25,556,000,  Roadway Improvement Cost: $14,965,000,  Total Project Cost: $40,521,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 223146,  Location: 8.4 MI SW I678+BELT PKWY (Lat: 40.596514,  Lng: -73.907964),  Route carried "on" structure: City street ,  Year Built: 1941,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 35,417 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,583 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 907C, RTE 907C,  Facility Carried by Structure: FLATBUSH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  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: 4.32m (14.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $8,736,000,  Roadway Improvement Cost: $5,116,000,  Total Project Cost: $13,852,000 ( 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: 2231471,  Location: 7.7 MI SW I678+BELT PKWY (Lat: 40.604597,  Lng: -73.899022),  Route carried "on" structure: City street 907,  Year Built: 2017,  Status: Open,  Structure Length: 80.86m (265.29ft),  Average Daily Traffic: 63,278 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 78,021 (year 2040),  Design Load: HL 93,  Features Intersected: Mill Basin
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 19.115,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 50.0m (164.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 71.3m (233.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 99.8 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 80.86m (265.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $57,549,000,  Roadway Improvement Cost: $33,701,000,  Total Project Cost: $91,250,000 ( 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: 2231472,  Location: 7.7 MI SW I678+BELT PKWY (Lat: 40.604619,  Lng: -73.898378),  Route carried "on" structure: State highway 907,  Year Built: 2019,  Status: Open,  Structure Length: 80.86m (265.29ft),  Average Daily Traffic: 63,278 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 78,021 (year 2040),  Design Load: HL 93,  Features Intersected: Mill Basin
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 19.244,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Navigation Control: Yes ( Vertical Clearance: 18.9m (62.0ft), Horizontal Clearance: 39.9m (130.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 71.3m (233.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 99.3 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 80.86m (265.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $77,175,000,  Roadway Improvement Cost: $45,194,000,  Total Project Cost: $122,369,000 ( 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: 2231481,  Location: 907C Over Paerdegat Basin (Lat: 40.621564,  Lng: -73.897428),  Route carried "on" structure: State highway 907,  Year Built: 2013,  Status: Open,  Structure Length: 25.15m (82.51ft),  Average Daily Traffic: 63,278 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 78,021 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Paedergat Basin
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.046,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 8.8m (28.9ft)),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 95.0m (311.7ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 98.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 25.14m (82.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $18,872,000,  Roadway Improvement Cost: $11,051,000,  Total Project Cost: $29,923,000 ( 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: 2231482,  Location: 907C Over Paedergat Basin (Lat: 40.621356,  Lng: -73.896664),  Route carried "on" structure: State highway 907C,  Year Built: 2013,  Status: Open,  Structure Length: 37.28m (122.31ft),  Average Daily Traffic: 63,278 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 78,021 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Paedergat Basin
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 21.046,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Navigation Control: Yes ( Vertical Clearance: 9.0m (29.5ft), Horizontal Clearance: 18.6m (61.0ft)),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 90.0m (295.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Inventory Rating: 92.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 37.27m (122.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $29,708,000,  Roadway Improvement Cost: $17,397,000,  Total Project Cost: $47,105,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 2231499,  Location: 5.6 MI SW I678+BELT PKWY (Lat: 40.630475,  Lng: -73.886072),  Route carried "on" structure: City street 907C,  Year Built: 2012,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 129,775 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 160,012 (year 2040),  Design Load: H 20,  Features Intersected: ROCKAWAY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.510,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 70.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $7,212,000,  Roadway Improvement Cost: $4,223,000,  Total Project Cost: $11,435,000 ( 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: 2231509,  Location: 5.0 MI SW I678+BELT PKWY (Lat: 40.638386,  Lng: -73.878739),  Route carried "on" structure: City street 907C,  Year Built: 2013,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 129,775 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 160,012 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FRESH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.604,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 22 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 6.5m (21.3ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.6m (110.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 32.5m (106.6ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.66m (31.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $19,628,000,  Roadway Improvement Cost: $11,494,000,  Total Project Cost: $31,121,000 ( 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: 2231519,  Location: 4.4 MILE SW I678&BELTPKWY (Lat: 40.643281,  Lng: -73.876256),  Route carried "on" structure: City street ,  Year Built: 1941,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 14,677 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,745 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 907C, RTE 907C,  Facility Carried by Structure: PENNSYLVANIA AVE
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: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,311,000,  Roadway Improvement Cost: $2,524,000,  Total Project Cost: $6,835,000 ( 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: 2231529,  Location: 907CX HENDRIX AVE (Lat: 40.646497,  Lng: -73.873869),  Route carried "on" structure: City street 907C,  Year Built: 1941,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 130,098 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 160,410 (year 2040),  Features Intersected: HENDRIX CREEK, SVE RD TO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.569,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 22 degrees,  Navigation Control: Yes ( Vertical Clearance: 14.3m (46.9ft), Horizontal Clearance: 6.0m (19.7ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 53.5 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: Meets minimum limits,  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: 9.26m (30.38ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: June 2018,  Bridge Improvement Cost: $11,243,000,  Roadway Improvement Cost: $6,584,000,  Total Project Cost: $17,826,000 ( 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: 2231539,  Location: 907CX SHERIDAN AVE (Lat: 40.654797,  Lng: -73.860269),  Route carried "on" structure: City street 907C,  Year Built: 1941,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 116,607 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 143,776 (year 2040),  Features Intersected: FOUNTAIN AVE, BETTS CREE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: 10.27m (33.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $13,654,000,  Roadway Improvement Cost: $7,996,000,  Total Project Cost: $21,649,000 ( 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: 2231549,  Location: 2.6 MI W I678+BELT PKWY (Lat: 40.662461,  Lng: -73.849514),  Route carried "on" structure: City street 907C,  Year Built: 1941,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 116,607 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 143,776 (year 2040),  Design Load: H 20,  Features Intersected: 84TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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: 4.66m (15.29ft),  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: $6,689,000,  Roadway Improvement Cost: $3,917,000,  Total Project Cost: $10,606,000 ( 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: 2231559,  Location: 2.1 MI W I678 & BELT PKWY (Lat: 40.666042,  Lng: -73.841467),  Route carried "on" structure: Other road ,  Year Built: 1941,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 45,738 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,952 (year 2040),  Design Load: H 20,  Features Intersected: RTE 907C, RTE 907C,  Facility Carried by Structure: CROSS BAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.093,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 40.4m (132.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.42m (17.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $13,470,000,  Roadway Improvement Cost: $7,888,000,  Total Project Cost: $21,359,000 ( 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: 223156,  Location: 2 MI W I678 & BELT PKWY (Lat: 40.666922,  Lng: -73.838817),  Route carried "on" structure: Interstate 878,  Year Built: 1986,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 22,160 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,323 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 907D, RTE 907D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $9,940,000,  Roadway Improvement Cost: $5,821,000,  Total Project Cost: $15,760,000 ( 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: 223157,  Location: 1.8 MI W I678 & BELT PKWY (Lat: 40.666461,  Lng: -73.834850),  Route carried "on" structure: Business City street ,  Year Built: 1941,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 6,488 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,881 (year 2040),  Design Load: H 20,  Features Intersected: RTE 907D, RTE 907D,  Facility Carried by Structure: COHANCY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,755,000,  Roadway Improvement Cost: $2,199,000,  Total Project Cost: $5,955,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 223158,  Location: 1.6 MI W JCT I678 & BL PK (Lat: 40.665319,  Lng: -73.832258),  Route carried "on" structure: Ramp Other road ,  Year Built: 1961,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 5,050 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,070 (year 2019),  Features Intersected: 907D907DX5M23018, RTE 90,  Facility Carried by Structure: AQUEDUCT R T RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.30m (37.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $6,606,000,  Roadway Improvement Cost: $3,868,000,  Total Project Cost: $10,474,000 ( 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: 223159,  Location: .5 MI W JCT I678 & BELT P (Lat: 40.666675,  Lng: -73.810456),  Route carried "on" structure: Business City street ,  Year Built: 1941,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 4,826 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,470 (year 2040),  Features Intersected: RTE 907D, RTE 907D,  Facility Carried by Structure: 130TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 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: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 55.9 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $4,027,000,  Roadway Improvement Cost: $2,358,000,  Total Project Cost: $6,385,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2231601,  Location: 1.1 MI E I678 & BELT PKWY (Lat: 40.667256,  Lng: -73.780269),  Route carried "on" structure: City street 907D,  Year Built: 1988,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 66,259 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 81,697 (year 2040),  Design Load: HS 20,  Features Intersected: ROCKAWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.811,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.2m (141.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $6,239,000,  Roadway Improvement Cost: $3,654,000,  Total Project Cost: $9,893,000 ( 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: 2231602,  Location: 1.1 MI E 678I & BELT PKWY (Lat: 40.667128,  Lng: -73.780158),  Route carried "on" structure: City street 907D,  Year Built: 1992,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 66,259 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 81,697 (year 2040),  Design Load: HS 20,  Features Intersected: ROCKAWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.811,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.2m (141.7ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $9,178,000,  Roadway Improvement Cost: $5,375,000,  Total Project Cost: $14,553,000 ( 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: 223161,  Location: 1.6 MI E I678 & BELT PKWY (Lat: 40.667333,  Lng: -73.771022),  Route carried "on" structure: Business City street ,  Year Built: 2003,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 7,788 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,282 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 907D, RTE 907D,  Facility Carried by Structure: GUY BREWER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 88.0 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.69m (18.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,605,000,  Roadway Improvement Cost: $3,282,000,  Total Project Cost: $8,888,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 223162,  Location: 1.8 MI E JCT I678 & BL PK (Lat: 40.666908,  Lng: -73.767028),  Route carried "on" structure: Business City street ,  Year Built: 1940,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 5,483 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,508 (year 2040),  Design Load: H 20,  Features Intersected: RTE 907D, RTE 907D,  Facility Carried by Structure: FARMERS BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 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: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,880,000,  Roadway Improvement Cost: $2,272,000,  Total Project Cost: $6,152,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 223163,  Location: 2.2 MI E I678+BELT PKWY (Lat: 40.665897,  Lng: -73.757906),  Route carried "on" structure: Business City street ,  Year Built: 1940,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 14,384 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,451 (year 2040),  Design Load: H 20,  Features Intersected: RTE 907D, RTE 907D,  Facility Carried by Structure: SPRINGFIELD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 21 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: 3.0m (9.8ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.3 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: 2.98m (9.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $5,489,000,  Roadway Improvement Cost: $3,214,000,  Total Project Cost: $8,703,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous