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

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Structure Number: 1055009,  Location: 0.9 MI W JCT I278 & I495 (Lat: 40.731958,  Lng: -73.919067),  Route carried "on" structure: Interstate 495,  Year Built: 1969,  Status: Open,  Structure Length: 114.00m (374.02ft),  Average Daily Traffic: 90,234 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 111,258 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I495, 58TH STREET, 4
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 3.829,  Lanes on structure: 6,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 40,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.7 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 113.99m (373.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Bridge Improvement Cost: $150,120,000,  Roadway Improvement Cost: $87,910,000,  Total Project Cost: $238,031,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1055019,  Location: IN CORONA (Lat: 40.737256,  Lng: -73.851903),  Route carried "on" structure: Interstate 495,  Year Built: 1963,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 187,273 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 230,907 (year 2040),  Features Intersected: 108TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.895,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 38.0m (124.7ft),  Out-to-Out Width: 40.0m (131.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $9,934,000,  Roadway Improvement Cost: $5,817,000,  Total Project Cost: $15,751,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105504,  Location: 2 MI N JCT TRIBO BR & HRD (Lat: 40.830031,  Lng: -73.934947),  Route carried "on" structure: City street 907P,  Year Built: 1966,  Status: Open,  Structure Length: 33.92m (111.29ft),  Average Daily Traffic: 72,136 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 88,943 (year 2040),  Design Load: H 20,  Features Intersected: HARLEM RVR SHORE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.298,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 0.6m (2.0ft), Horizontal Clearance: 3.0m (9.8ft)),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 34,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 44.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.92m (111.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: Febuary 2021,  Bridge Improvement Cost: $13,955,000,  Roadway Improvement Cost: $8,172,000,  Total Project Cost: $22,127,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105507,  Location: .2 MI NE JCT GCP & I495 (Lat: 40.741403,  Lng: -73.842375),  Route carried "on" structure: Other road ,  Year Built: 1963,  Status: Open,  Structure Length: 20.30m (66.60ft),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: RTE I495, RTE I495, RTE,  Facility Carried by Structure: MEADOW LAKE BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 15,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.29m (66.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $14,741,000,  Roadway Improvement Cost: $8,632,000,  Total Project Cost: $23,373,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1055089,  Location: JCT I495+RTE 678 (Lat: 40.743303,  Lng: -73.837308),  Route carried "on" structure: Interstate 495,  Year Built: 1958,  Status: Open,  Structure Length: 14.72m (48.29ft),  Average Daily Traffic: 139,843 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 178,691 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COLLEGE PT BLVD N/B, RTE
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 11.295,  Lanes on structure: 6,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.72m (48.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $18,868,000,  Roadway Improvement Cost: $11,049,000,  Total Project Cost: $29,918,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105509,  Location: JCT I495+RTE 678 (Lat: 40.744083,  Lng: -73.838389),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1959,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 25,578 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,683 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I678, FLUSHING RIVER
Minimum Vertical Clearance: 6.76m (22.18ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.9 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.34m (40.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $7,055,000,  Roadway Improvement Cost: $4,131,000,  Total Project Cost: $11,186,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 10551,  Location: JCT I495 & I678 (Lat: 40.742392,  Lng: -73.837981),  Route carried "on" structure: Ramp City street ,  Year Built: 1958,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 17,731 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,656 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I678, FLUSHING RIVER,  Facility Carried by Structure: LIE SERVICE RD
Minimum Vertical Clearance: 10.06m (33.01ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 49.9 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,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.43m (37.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $6,748,000,  Roadway Improvement Cost: $3,952,000,  Total Project Cost: $10,700,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1055129,  Location: .6 MI E I495+RTE 678 (Lat: 40.742292,  Lng: -73.825378),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 8,885 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,926 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I495, RTE I495,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.846,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 4.7m (15.4ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Fair,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $8,611,000,  Roadway Improvement Cost: $5,043,000,  Total Project Cost: $13,654,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055149,  Location: 1.2 MI SE JCT I495 & I678 (Lat: 40.738853,  Lng: -73.815106),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 10,854 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,905 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I495, RTE I495,  Facility Carried by Structure: KISSENA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 4.7m (15.4ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.9 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: 47.6 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $8,214,000,  Roadway Improvement Cost: $4,810,000,  Total Project Cost: $13,023,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055169,  Location: 1.8 MI SE I495+RTE 678 (Lat: 40.738333,  Lng: -73.804564),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 12,914 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,394 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I495, RTE I495,  Facility Carried by Structure: 164TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.363,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.2 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: 66.4 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: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $7,806,000,  Roadway Improvement Cost: $4,571,000,  Total Project Cost: $12,377,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055189,  Location: 2.4 MI SE JCT I495 & I678 (Lat: 40.739244,  Lng: -73.792853),  Route carried "on" structure: Interstate 495,  Year Built: 1958,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 137,198 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 175,311 (year 2040),  Design Load: HS 20,  Features Intersected: UTOPIA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.221,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 30.9m (101.4ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.7 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: 33.7 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $9,303,000,  Roadway Improvement Cost: $5,448,000,  Total Project Cost: $14,751,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055199,  Location: 2.8 MI E I495+RTE 678 (Lat: 40.740789,  Lng: -73.786733),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 10,882 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,933 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I495, 495I495IX5M141,  Facility Carried by Structure: 188TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.604,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 68.0 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: 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: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $6,492,000,  Roadway Improvement Cost: $3,802,000,  Total Project Cost: $10,294,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1055209,  Location: I495 AT EXIT 26 (Lat: 40.743392,  Lng: -73.775692),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 10,162 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,209 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I495, 495I 495IX5M13,  Facility Carried by Structure: FRNCIS LEWIS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.665,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $10,762,000,  Roadway Improvement Cost: $6,302,000,  Total Project Cost: $17,063,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105521,  Location: JCT I495+I78 (Lat: 40.743461,  Lng: -73.774422),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1960,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 15,740 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 20,112 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I495, RTE I495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.9 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: 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: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,726,000,  Roadway Improvement Cost: $1,597,000,  Total Project Cost: $4,323,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105522,  Location: JCT I495+I78 (Lat: 40.743839,  Lng: -73.772369),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1960,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 2,590 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,309 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I495, RTE I495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.9 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: 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: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,804,000,  Roadway Improvement Cost: $1,642,000,  Total Project Cost: $4,446,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105523,  Location: JCT I495+I78 (Lat: 40.744817,  Lng: -73.771811),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 2,590 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,309 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.6 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: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $2,222,000,  Roadway Improvement Cost: $1,301,000,  Total Project Cost: $3,524,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1055249,  Location: JCT I495+I78 (Lat: 40.744158,  Lng: -73.771425),  Route carried "on" structure: Interstate 495,  Year Built: 1960,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 120,817 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 154,379 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.120,  Lanes on structure: 8,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 20 degrees,  Material/Design: Steel,  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: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 69.9 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: 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: August 2021,  Bridge Improvement Cost: $9,640,000,  Roadway Improvement Cost: $5,645,000,  Total Project Cost: $15,286,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105525,  Location: JCT 495I and 295I (Lat: 40.742917,  Lng: -73.769869),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1960,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 10,793 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,791 (year 2040),  Design Load: HS 20,  Features Intersected: H H EXPWY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,569,000,  Roadway Improvement Cost: $1,504,000,  Total Project Cost: $4,073,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105526,  Location: JCT I495+I78 (Lat: 40.745183,  Lng: -73.769289),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1960,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 6,688 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,545 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I495, RTE I495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  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,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,245,000,  Roadway Improvement Cost: $1,900,000,  Total Project Cost: $5,145,000 ( 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: 1055289,  Location: JCT I495+I295 (Lat: 40.742656,  Lng: -73.770911),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1960,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.27m (17.29ft),  Truck Traffic: 6%,  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.763,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $8,428,000,  Roadway Improvement Cost: $4,935,000,  Total Project Cost: $13,363,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105529,  Location: JCT I495+I78 (Lat: 40.745519,  Lng: -73.772261),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1960,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 76,120 (year 1989),  Truck Traffic: 9%,  Average Future Daily Traffic: 106,568 (year 2009),  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 0.0m,  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.2 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: Better than 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: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $6,292,000,  Roadway Improvement Cost: $3,685,000,  Total Project Cost: $9,977,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 10553,  Location: .2 MI NE JCT I295 & I495 (Lat: 40.745708,  Lng: -73.767703),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 1,833 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,566 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I495, RTE I495,  Facility Carried by Structure: OCEANIA ST
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.290,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $5,573,000,  Roadway Improvement Cost: $3,264,000,  Total Project Cost: $8,837,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055319,  Location: .6 MI NE JCT I295 & I495 (Lat: 40.747589,  Lng: -73.761411),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 6,438 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,820 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I495, RTE I495,  Facility Carried by Structure: BELL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $7,066,000,  Roadway Improvement Cost: $4,138,000,  Total Project Cost: $11,204,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105532,  Location: .9 MI NE I78+I495 (Lat: 40.749358,  Lng: -73.756869),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 5,911 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,938 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I495, RTE I495,  Facility Carried by Structure: SPRINGFIELD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.022,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $5,693,000,  Roadway Improvement Cost: $3,334,000,  Total Project Cost: $9,027,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105534,  Location: .2 MI SW JCT CI PKWY&I495 (Lat: 40.752067,  Lng: -73.746953),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 16,161 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,632 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE I495, RTE I495,  Facility Carried by Structure: EAST HAMPTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 5.1m (16.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 84.4 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 corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $7,075,000,  Roadway Improvement Cost: $4,143,000,  Total Project Cost: $11,218,000 ( 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: 1055359,  Location: JCT I495 & CROSS ISLD PKY (Lat: 40.753578,  Lng: -73.744339),  Route carried "on" structure: Interstate 495,  Year Built: 2002,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 136,882 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 174,907 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 907A, RTE 907A, 495I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.694,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 31.8m (104.3ft),  Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $13,806,000,  Roadway Improvement Cost: $8,085,000,  Total Project Cost: $21,890,000 ( 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: 105536,  Location: BET EXITS 30 & 31 OF I495 (Lat: 40.756936,  Lng: -73.739219),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 15,274 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,972 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE I495, RTE I495,  Facility Carried by Structure: DOUGLASTON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.32m (14.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $7,020,000,  Roadway Improvement Cost: $4,111,000,  Total Project Cost: $11,131,000 ( 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: 1055371,  Location: 1.1 MI SW GCP + 495I (Lat: 40.734064,  Lng: -73.864525),  Route carried "on" structure: ServiceInterstate 495,  Year Built: 1992,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 93,374 (year 2011),  Truck Traffic: 8%,  Design Load: HS 20,  Features Intersected: JUNCTION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.850,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 67.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $3,625,000,  Roadway Improvement Cost: $2,123,000,  Total Project Cost: $5,748,000 ( 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: 1055372,  Location: 1 MI SW JCT GCPKWY & I495 (Lat: 40.733939,  Lng: -73.864458),  Route carried "on" structure: Interstate 495,  Year Built: 1957,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 93,637 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,454 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: JUNCTION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.769,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $9,017,000,  Roadway Improvement Cost: $5,280,000,  Total Project Cost: $14,297,000 ( 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: 10554,  Location: .8 MI NE 495+CRS ISL PKWY (Lat: 40.760683,  Lng: -73.731992),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 3,678 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,468 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE I495, RTE I495,  Facility Carried by Structure: MARATHON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.981,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.7m (64.6ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $7,103,000,  Roadway Improvement Cost: $4,160,000,  Total Project Cost: $11,263,000 ( 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: 1055419,  Location: 1.3 MI NE 495+CRS ISL PKY (Lat: 40.764106,  Lng: -73.724069),  Route carried "on" structure: Interstate 495,  Year Built: 1957,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 209,824 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 268,113 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LITTLE NECK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.802,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.1 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $8,414,000,  Roadway Improvement Cost: $4,927,000,  Total Project Cost: $13,341,000 ( 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: 105542,  Location: .9 MI S JCT I295 & C I PK (Lat: 40.776122,  Lng: -73.784606),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 10,389 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,620 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295,  Facility Carried by Structure: 26TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.687,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.2m (59.7ft),  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: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Better than present minimum criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $6,020,000,  Roadway Improvement Cost: $3,525,000,  Total Project Cost: $9,545,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105543,  Location: 1.2 MI S I78+BC1P (Lat: 40.771353,  Lng: -73.783722),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 6,362 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,484 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295,  Facility Carried by Structure: 32ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.698,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  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: 18.8m (61.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,920,000,  Roadway Improvement Cost: $2,881,000,  Total Project Cost: $7,801,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105545,  Location: 1.5 MI S JCT I78 & BCIP (Lat: 40.767067,  Lng: -73.781458),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 9,527 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,573 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295,  Facility Carried by Structure: 35TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.3m (56.8ft),  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: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.3 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: 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: 3.59m (11.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,719,000,  Roadway Improvement Cost: $2,763,000,  Total Project Cost: $7,482,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105546,  Location: 1.9 MI S I78+BC1P (Lat: 40.763069,  Lng: -73.779147),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 10,837 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,172 (year 2039),  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295, NB.S,  Facility Carried by Structure: 39TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  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: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 6.18m (20.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $6,694,000,  Roadway Improvement Cost: $3,920,000,  Total Project Cost: $10,614,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055489,  Location: 2.2 MI S I78+I495 (Lat: 40.758272,  Lng: -73.777194),  Route carried "on" structure: City street 25A,  Year Built: 1961,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 27,169 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,296 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.849,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 49.9 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $9,692,000,  Roadway Improvement Cost: $5,676,000,  Total Project Cost: $15,368,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous