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

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Structure Number: 106622,  Location: JCT I87+I95 (Lat: 40.844856,  Lng: -73.922722),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 20,809 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,906 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95, RTE 95,  Facility Carried by Structure: E L GRANT HIGHWAY/
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.788,  Lanes on structure: 6,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 37.7m (123.7ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 48.4m (158.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.17m (30.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $25,372,000,  Roadway Improvement Cost: $14,858,000,  Total Project Cost: $40,230,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106623,  Location: .3 MI E I87+I95 (Lat: 40.844881,  Lng: -73.920492),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 2,534 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,548 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE 95I, RAMP S,  Facility Carried by Structure: NELSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.496,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  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: Fair,  Operating Rating: 54.8 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $9,280,000,  Roadway Improvement Cost: $5,435,000,  Total Project Cost: $14,715,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106624,  Location: .4 MI E I87+I95 (Lat: 40.845006,  Lng: -73.918406),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 3,381 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,733 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE 95I,  Facility Carried by Structure: JESUP AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 8,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.18m (20.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $6,277,000,  Roadway Improvement Cost: $3,676,000,  Total Project Cost: $9,953,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106625,  Location: .5 MI E I87+I95 (Lat: 40.845036,  Lng: -73.917344),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 6,241 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,246 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95,  Facility Carried by Structure: MACOMBS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 6.0m (19.7ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.29m (14.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $10,529,000,  Roadway Improvement Cost: $6,166,000,  Total Project Cost: $16,695,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1066267,  Location: .7 MI E I87+I95 (Lat: 40.845244,  Lng: -73.914017),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 6,379 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,749 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95, NYC TR,  Facility Carried by Structure: JEROME & E174 ST
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 2.317,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 111.2m (364.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.2 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $24,637,000,  Roadway Improvement Cost: $14,428,000,  Total Project Cost: $39,065,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106627,  Location: .8 MI E I87+I95 (Lat: 40.845089,  Lng: -73.912000),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 4,048 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,667 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, 95I 95IX1M22008,  Facility Carried by Structure: WALTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.156,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  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: 19.0m (62.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $6,568,000,  Roadway Improvement Cost: $3,846,000,  Total Project Cost: $10,414,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1066289,  Location: .8 MI E I87+I95 (Lat: 40.845075,  Lng: -73.911100),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 24,856 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,972 (year 2040),  Features Intersected: RTE I95, RTE I95, NYCTA,  Facility Carried by Structure: GRAND CONCOURSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.926,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 5.2m (17.1ft),  Right: 5.0m (16.4ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 95.7m (314.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 82.4 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: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $30,018,000,  Roadway Improvement Cost: $17,578,000,  Total Project Cost: $47,596,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106629,  Location: .9 MI E I87+I95 (Lat: 40.844978,  Lng: -73.909369),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 7,036 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,806 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE 95I,  Facility Carried by Structure: MORRIS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.087,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $6,263,000,  Roadway Improvement Cost: $3,667,000,  Total Project Cost: $9,930,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10663,  Location: 1 MI E I87+I95 (Lat: 40.844897,  Lng: -73.907561),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 1,306 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,828 (year 2040),  Design Load: HS 20,  Features Intersected: 95I 95IX1M21012, RTE I95,  Facility Carried by Structure: WEEKS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.0m (101.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 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: Better than present minimum criteria,  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: May 2020,  Bridge Improvement Cost: $5,321,000,  Roadway Improvement Cost: $3,116,000,  Total Project Cost: $8,438,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106631,  Location: 1.1 MI E I87+I95 (Lat: 40.844853,  Lng: -73.906656),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 2,196 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,074 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE 95I,  Facility Carried by Structure: MONROE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.0m (101.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: 3.59m (11.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $5,418,000,  Roadway Improvement Cost: $3,173,000,  Total Project Cost: $8,591,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 106632,  Location: 1.2 MI E I87+I95 (Lat: 40.844719,  Lng: -73.904825),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 3,762 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,267 (year 2039),  Design Load: HS 20,  Features Intersected: RTE I95, 95I 95IX1M21012,  Facility Carried by Structure: CLAY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.204,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.6 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: Meets minimum limits,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $7,889,000,  Roadway Improvement Cost: $4,620,000,  Total Project Cost: $12,509,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1066349,  Location: I95 AND WEBSTER AVENUE (Lat: 40.844639,  Lng: -73.902672),  Route carried "on" structure: Interstate 95,  Year Built: 1960,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 49.07m (160.99ft),  Average Daily Traffic: 98,739 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 126,168 (year 2040),  Design Load: H 20,  Features Intersected: BATHGATE AVENUE, PARK AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  Lanes on structure: 6,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 61.5m (201.8ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 49.07m (160.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $64,910,000,  Roadway Improvement Cost: $38,011,000,  Total Project Cost: $102,921,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106635,  Location: 1.7 MI E JCT I87 & I95 (Lat: 40.843628,  Lng: -73.894875),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 3,996 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,841 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE 95I,  Facility Carried by Structure: ARTHUR AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $10,114,000,  Roadway Improvement Cost: $5,923,000,  Total Project Cost: $16,037,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106636,  Location: 1.8 MI E I87+I95 (Lat: 40.843392,  Lng: -73.892911),  Route carried "on" structure: ServiceCity street ,  Year Built: 1958,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 8,720 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,760 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE 95I,  Facility Carried by Structure: CROTONA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 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: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $11,707,000,  Roadway Improvement Cost: $6,855,000,  Total Project Cost: $18,562,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106637,  Location: 1.9 MI E I87+I95 (Lat: 40.843056,  Lng: -73.891206),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 2.96m (9.71ft),  Truck Traffic: 4%,  Design Load: HS 20,  Features Intersected: 95I 95IX1M21019, RTE I95,  Facility Carried by Structure: EAST 176TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 167.0m (547.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.95m (9.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $36,807,000,  Roadway Improvement Cost: $21,554,000,  Total Project Cost: $58,362,000 ( Estimate for 2021)

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Structure Number: 106638,  Location: 2.0 MI E I87 + I95 (Lat: 40.841644,  Lng: -73.888361),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 3.44m (11.29ft),  Truck Traffic: 4%,  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95,  Facility Carried by Structure: MARMION AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $5,138,000,  Roadway Improvement Cost: $3,009,000,  Total Project Cost: $8,146,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1066399,  Location: 2.1 MI E I87 + I95 (Lat: 40.840181,  Lng: -73.885753),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 1,387 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,942 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95,  Facility Carried by Structure: CROTONA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 36.5m (119.8ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 62.0m (203.4ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $15,339,000,  Roadway Improvement Cost: $8,983,000,  Total Project Cost: $24,322,000 ( Estimate for 2021)

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Structure Number: 1066407,  Location: 2.2 MI E I87 + I95 (Lat: 40.839428,  Lng: -73.884083),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 6,582 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,612 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95, NYC RA,  Facility Carried by Structure: BOSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.671,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $10,932,000,  Roadway Improvement Cost: $6,402,000,  Total Project Cost: $17,334,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1066419,  Location: JCT I95+I278 (Lat: 40.837514,  Lng: -73.880522),  Route carried "on" structure: Interstate 95,  Year Built: 1951,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 42.67m (139.99ft),  Average Daily Traffic: 131,372 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 167,867 (year 2040),  Design Load: HS 20,  Features Intersected: Bronx River Ave., RTE I8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.232,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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: 42.67m (139.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: June 2018,  Bridge Improvement Cost: $51,366,000,  Roadway Improvement Cost: $30,080,000,  Total Project Cost: $81,446,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106641A,  Location: JCT I95 & I278 (Lat: 40.837419,  Lng: -73.880094),  Route carried "on" structure: Ramp Interstate 895,  Year Built: 1951,  Status: Open,  Structure Length: 14.66m (48.10ft),  Truck Traffic: 19%,  Design Load: HS 20,  Features Intersected: BRONX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 57.2 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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 14.66m (48.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $7,850,000,  Roadway Improvement Cost: $4,597,000,  Total Project Cost: $12,447,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other

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Structure Number: 1066439,  Location: 1.6 MI NW I95+I878 (Lat: 40.835892,  Lng: -73.869989),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 4,635 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,095 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95,  Facility Carried by Structure: ROSEDALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 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: Meets minimum limits,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $7,483,000,  Roadway Improvement Cost: $4,382,000,  Total Project Cost: $11,865,000 ( Estimate for 2021)

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Structure Number: 106644,  Location: 1.4 MI NW I95+I878 (Lat: 40.835039,  Lng: -73.866344),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 6,451 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,031 (year 2021),  Design Load: HS 20,  Features Intersected: RTE I95, 95I 95IX1M21034,  Facility Carried by Structure: WOOD & BEACH AVES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 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: Meets minimum limits,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $9,800,000,  Roadway Improvement Cost: $5,739,000,  Total Project Cost: $15,539,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106645,  Location: 1.1 MI NW JCT I95 & I878 (Lat: 40.833878,  Lng: -73.862933),  Route carried "on" structure: City street ,  Year Built: 1945,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 11,113 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95,  Facility Carried by Structure: WHITE PLAINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.089,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Meets minimum limits,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $7,994,000,  Roadway Improvement Cost: $4,681,000,  Total Project Cost: $12,675,000 ( Estimate for 2021)

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Structure Number: 1066469,  Location: 1 MI NW I95+I878 (Lat: 40.833233,  Lng: -73.860792),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 11,009 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,060 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95, NYCTA,  Facility Carried by Structure: HUGH GRANT CIRCLE
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.193,  Lanes on structure: 11,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 91.4m (299.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 6.1m (20.0ft),  Curb-To-Curb Width: 131.7m (432.1ft),  Out-to-Out Width: 193.2m (633.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $45,284,000,  Roadway Improvement Cost: $26,518,000,  Total Project Cost: $71,802,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106648,  Location: .5 MI NW I95 + I678 (Lat: 40.830386,  Lng: -73.850678),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 12,198 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,255 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95,  Facility Carried by Structure: CASTLE HILL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $8,663,000,  Roadway Improvement Cost: $5,073,000,  Total Project Cost: $13,735,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1066509,  Location: JCT I95 & I278 & I295 (Lat: 40.828144,  Lng: -73.841908),  Route carried "on" structure: Interstate 95,  Year Built: 1971,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 101.04m (331.50ft),  Average Daily Traffic: 104,509 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 133,541 (year 2040),  Design Load: HS 20,  Features Intersected: Exit Ramp from I-678 NB,
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 6.951,  Lanes on structure: 3,  Lanes under structure: 26,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.2m (59.7ft), Horizontal Clearance: 18.2m (59.7ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 28,  Length of Maximum Span: 53.9m (176.8ft),  Curb-To-Curb Width: 39.9m (130.9ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 101.04m (331.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $180,906,000,  Roadway Improvement Cost: $105,939,000,  Total Project Cost: $286,845,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106650A,  Location: JCT I95 & I278 & I295 (Lat: 40.827961,  Lng: -73.845619),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 33.62m (110.30ft),  Truck Traffic: 13%,  Design Load: HS 20,  Features Intersected: I-278 EB Ramp to I-295/,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 19,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.1 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: 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: 33.61m (110.27ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $12,751,000,  Roadway Improvement Cost: $7,467,000,  Total Project Cost: $20,219,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106650B,  Location: JCT I95 & I278 & I295 (Lat: 40.827778,  Lng: -73.843775),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 24.63m (80.81ft),  Average Daily Traffic: 6,551 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,171 (year 2023),  Design Load: HS 20,  Features Intersected: 95I 95IX1MR10A1, ZEREGA
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.578,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.62m (80.77ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $13,921,000,  Roadway Improvement Cost: $8,152,000,  Total Project Cost: $22,073,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106650C,  Location: JCT I95 & I278 & I295 (Lat: 40.828353,  Lng: -73.840308),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 21.49m (70.51ft),  Average Daily Traffic: 104,509 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 133,541 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.562,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.7 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.48m (70.47ft),  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: $9,854,000,  Roadway Improvement Cost: $5,770,000,  Total Project Cost: $15,624,000 ( 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: 106650D,  Location: JCT I95 & I278 & I295 (Lat: 40.828017,  Lng: -73.838347),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1970,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 13.20m (43.31ft),  Truck Traffic: 14%,  Design Load: HS 20,  Features Intersected: BE NB SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.8 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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.19m (43.27ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $7,358,000,  Roadway Improvement Cost: $4,309,000,  Total Project Cost: $11,666,000 ( 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: 106651,  Location: JCT.I95-I678-I295 & I278 (Lat: 40.828369,  Lng: -73.841986),  Route carried "on" structure: Ramp City street ,  Year Built: 1971,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 16.64m (54.59ft),  Average Daily Traffic: 5,115 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,139 (year 2040),  Design Load: HS 20,  Features Intersected: WESTCHESTER CREEK,  Facility Carried by Structure: BE SERVICE ROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 3.749,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 16,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 74.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 16.64m (54.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Underwater Inspection Date: October 2017,  Bridge Improvement Cost: $49,845,000,  Roadway Improvement Cost: $29,189,000,  Total Project Cost: $79,034,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1066529,  Location: JCT I95 & I278 & I678 (Lat: 40.828917,  Lng: -73.837158),  Route carried "on" structure: Interstate 278,  Year Built: 1971,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 82.05m (269.19ft),  Average Daily Traffic: 74,254 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 94,881 (year 2040),  Design Load: HS 20,  Features Intersected: Brush Avenue, Hutchinson
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 8.045,  Lanes on structure: 5,  Lanes under structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.2m (59.7ft), Horizontal Clearance: 18.2m (59.7ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 82.05m (269.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $101,349,000,  Roadway Improvement Cost: $59,350,000,  Total Project Cost: $160,699,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106652A,  Location: JCT I95 & I878 & I78 (Lat: 40.828844,  Lng: -73.840319),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 58.43m (191.70ft),  Average Daily Traffic: 74,254 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 94,881 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE I278, RTE I278, RTE
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 7.562,  Lanes on structure: 2,  Lanes under structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 43.8m (143.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: 58.43m (191.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $27,243,000,  Roadway Improvement Cost: $15,954,000,  Total Project Cost: $43,197,000 ( 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: 1066539,  Location: JCT I95&I878&I78 (Lat: 40.828933,  Lng: -73.836983),  Route carried "on" structure: Interstate 95,  Year Built: 1971,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 83.58m (274.21ft),  Average Daily Traffic: 74,254 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 94,881 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I278, RTE I278, WEST
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 7.385,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Navigation Control: Yes ( Vertical Clearance: 17.0m (55.8ft), Horizontal Clearance: 18.2m (59.7ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 83.57m (274.18ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $58,924,000,  Roadway Improvement Cost: $34,506,000,  Total Project Cost: $93,430,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106653A,  Location: JCT I95 & I878 & I78 (Lat: 40.828250,  Lng: -73.841144),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1971,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 47.09m (154.49ft),  Average Daily Traffic: 104,509 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 133,541 (year 2040),  Design Load: HS 20,  Features Intersected: Bruckner Blvd Westbound,
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 7.771,  Lanes on structure: 2,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 47.09m (154.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $30,782,000,  Roadway Improvement Cost: $18,026,000,  Total Project Cost: $48,808,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106653B,  Location: JCT I95 & I878 & I78 (Lat: 40.829550,  Lng: -73.838744),  Route carried "on" structure: Ramp Interstate 678,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 10,493 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,407 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.7 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  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: $2,502,000,  Roadway Improvement Cost: $1,465,000,  Total Project Cost: $3,967,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing