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


  • National Bridge Inventory (NBI) Statistics
  • 25Number of bridges
  • 39m128ftTotal length
  • $124,779,000Total costs
  • 1,547,238Total average daily traffic
  • 86,701Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Jericho
  • No street view available for this location

New bridges in Jericho, NY - Historical Statistics
  • New bridges - Historical Statistics
  • 51940-1949
  • 141960-1969
  • 61990-1999
Reconstructed bridges in Jericho, NY - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 01970-1979
  • 21980-1989
  • 31990-1999
Average Bridge Daily Traffic in Jericho, NY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 28.6%Excellent
  • 35.7%Very good
  • 21.4%Good
  • 14.3%Satisfactory
  • 14.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 13.3%Excellent
  • 26.7%Very good
  • 20.0%Good
  • 33.3%Satisfactory
  • 6.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 13.3%Excellent
  • 53.3%Very good
  • 26.7%Good
  • 6.7%Satisfactory
  • 6.7%Fair
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Structure Number: 1017369,  Location: RTE 495+RTE 25 EB (Lat: 40.783194,  Lng: -73.553364),  Route carried "on" structure: MainlineInterstate 495,  Year Built: 1962,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 171,495 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 173,209 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: RTE 25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.334,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 433.0m (1,420.6ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 43.3m (142.1ft),  Out-to-Out Width: 45.4m (149.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Satisfactory,  Operating Rating: 83.5 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 24.60m (80.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $8,721,000,  Roadway Improvement Cost: $5,107,000,  Total Project Cost: $13,828,000 ( Estimate for 2018),  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: 1017369,  Location: RTE 495+RTE 25 EB (Lat: 40.783194,  Lng: -73.553364),  Route carried "under" structure: MainlineState highway 25,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 37,803 (year 1999),  Features Intersected: RTE 25,  Facility Carried by Structure: RTE I495
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 16.701,  Lanes on structure: 9,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 1018219,  Location: RTE 25+RTE 106+ RTE 107 (Lat: 40.792069,  Lng: -73.539628),  Route carried "on" structure: MainlineState highway 25,  Year Built: 1962,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 32,573 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,898 (year 2037),  Design Load: HS 20,  Features Intersected: RTE 107
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.474,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 299.0m (981.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.60m (211.94ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2017,  Critical Feature Inspection Date: October 2017,  Bridge Improvement Cost: $9,477,000,  Roadway Improvement Cost: $5,550,000,  Total Project Cost: $15,027,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1018219,  Location: RTE 25+RTE 106+ RTE 107 (Lat: 40.792069,  Lng: -73.539628),  Route carried "under" structure: MainlineState highway 107,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 62,479 (year 2002),  Features Intersected: RTE 107,  Facility Carried by Structure: RTE 25
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 15.446,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 1036799,  Location: JCT NSP & SH 107 (Lat: 40.783097,  Lng: -73.532650),  Route carried "on" structure: MainlineState highway 107,  Year Built: 1948,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 68,182 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 68,863 (year 2037),  Design Load: H 20,  Features Intersected: RTE 908G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.571,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 299.0m (981.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 23.40m (76.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2016,  Bridge Improvement Cost: $7,377,000,  Roadway Improvement Cost: $4,320,000,  Total Project Cost: $11,697,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1036799,  Location: JCT NSP & SH 107 (Lat: 40.783097,  Lng: -73.532650),  Route carried "under" structure: MainlineOther road 908G,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 80,855 (year 2002),  Features Intersected: RTE 908G,  Facility Carried by Structure: RTE 107
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 19.179,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 1036809,  Location: JCT I495 & SH 106 (Lat: 40.785347,  Lng: -73.533614),  Route carried "on" structure: MainlineState highway 107,  Year Built: 1961,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 68,182 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 68,863 (year 2037),  Design Load: HS 20,  Features Intersected: RTE I495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.829,  Lanes on structure: 8,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 299.0m (981.0ft),  Skew: 20 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: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 36.2m (118.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 45.70m (149.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $8,444,000,  Roadway Improvement Cost: $4,945,000,  Total Project Cost: $13,389,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 1036809,  Location: JCT I495 & SH 106 (Lat: 40.785347,  Lng: -73.533614),  Route carried "under" structure: MainlineInterstate 495,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 161,868 (year 2002),  Features Intersected: RTE I495,  Facility Carried by Structure: RTE 107
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 17.007,  Lanes on structure: 8,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 1049179,  Location: .5 MI E RTE 495+RTE 106 (Lat: 40.787944,  Lng: -73.524761),  Route carried "on" structure: MainlineInterstate 495,  Year Built: 1961,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 156,201 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 157,763 (year 2037),  Design Load: HS 20,  Features Intersected: LIEWB CONN TO NSP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.812,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 387.0m (1,269.7ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 43.6m (143.0ft),  Out-to-Out Width: 45.5m (149.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 22.80m (74.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $10,052,000,  Roadway Improvement Cost: $5,887,000,  Total Project Cost: $15,939,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1049179,  Location: .5 MI E RTE 495+RTE 106 (Lat: 40.787944,  Lng: -73.524761),  Route carried "under" structure: Ramp Other road ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2017),  Features Intersected: LIEWB CONN TO NSP,  Facility Carried by Structure: RTE I495
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 1049181,  Location: 1.1MI E JCT RT106&LIE WB (Lat: 40.792997,  Lng: -73.515942),  Route carried "on" structure: MainlineInterstate 495,  Year Built: 1990,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 84,452 (year 2008),  Truck Traffic: 13%,  Design Load: HS 20,  Features Intersected: LIRR PT JEFF BRCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.761,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 66.2 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: 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: 20.40m (66.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $3,997,000,  Roadway Improvement Cost: $2,340,000,  Total Project Cost: $6,337,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1049182,  Location: 1.1 MI E JCT SH106 & LIE (Lat: 40.792717,  Lng: -73.515997),  Route carried "on" structure: MainlineInterstate 495,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 78,101 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,881 (year 2037),  Design Load: HS 20,  Features Intersected: LIRR PT JEFF BRCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.761,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 216.0m (708.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  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: 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: 20.40m (66.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $4,752,000,  Roadway Improvement Cost: $2,783,000,  Total Project Cost: $7,535,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1049183,  Location: 1.1 MI E JCT SH106 & LIE (Lat: 40.792503,  Lng: -73.516047),  Route carried "on" structure: ServiceOther road 906A,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 3,154 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,185 (year 2037),  Design Load: HS 20,  Features Intersected: LIRR PT JEFF BRCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.874,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: 20.40m (66.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $4,399,000,  Roadway Improvement Cost: $2,576,000,  Total Project Cost: $6,975,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 105048,  Location: .7 MI NE JCT NSP+RTE 107 (Lat: 40.788472,  Lng: -73.520789),  Route carried "on" structure: Ramp Other road ,  Year Built: 1961,  Status: Open,  Structure Length: 0.29m (0.95ft),  Average Daily Traffic: 7,365 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,438 (year 2037),  Design Load: HS 20,  Features Intersected: RTE 908G,  Facility Carried by Structure: 495I EB TO NSP EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 28.90m (94.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2016,  Bridge Improvement Cost: $2,310,000,  Roadway Improvement Cost: $1,353,000,  Total Project Cost: $3,663,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105048,  Location: .7 MI NE JCT NSP+RTE 107 (Lat: 40.788472,  Lng: -73.520789),  Route carried "under" structure: MainlineOther road 908G,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 80,855 (year 2002),  Features Intersected: RTE 908G,  Facility Carried by Structure: 495I EB TO NSP EB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 20.434,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 10571,  Location: 0.5M E JCT RTS106&LIESSR (Lat: 40.786706,  Lng: -73.525447),  Route carried "on" structure: ServiceOther road 906A,  Year Built: 1990,  Status: Open,  Structure Length: 0.21m (0.69ft),  Average Daily Traffic: 3,154 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,185 (year 2037),  Design Load: HS 20,  Features Intersected: RTE I495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.844,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 0.21m (0.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $1,709,000,  Roadway Improvement Cost: $1,001,000,  Total Project Cost: $2,709,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 10571,  Location: 0.5M E JCT RTS106&LIESSR (Lat: 40.786706,  Lng: -73.525447),  Route carried "under" structure: Ramp Other road 495,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Features Intersected: RTE I495,  Facility Carried by Structure: RTE 906A
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 105711,  Location: LIE EXIT 42 TO NSP OV SSR (Lat: 40.788422,  Lng: -73.522133),  Route carried "on" structure: Ramp Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 7,365 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,438 (year 2037),  Design Load: HS 20,  Features Intersected: RTE 906A,  Facility Carried by Structure: 495I EB TO NSP 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: 76.0m (249.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 69.10m (226.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $2,368,000,  Roadway Improvement Cost: $1,386,000,  Total Project Cost: $3,754,000 ( Estimate for 2018),  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: 105711,  Location: LIE EXIT 42 TO NSP OV SSR (Lat: 40.788422,  Lng: -73.522133),  Route carried "under" structure: ServiceOther road 906A,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2017),  Features Intersected: RTE 906A,  Facility Carried by Structure: 495I EB TO NSP EB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 105718,  Location: 1.1 MI E JCT LIE & SH106 (Lat: 40.793208,  Lng: -73.515914),  Route carried "on" structure: ServiceOther road 906B,  Year Built: 1990,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 7,339 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,412 (year 2037),  Design Load: HS 20,  Features Intersected: LIRR PT JEFF BRCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.516,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.1 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: Better than 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: 20.10m (65.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $2,148,000,  Roadway Improvement Cost: $1,258,000,  Total Project Cost: $3,406,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105821,  Location: .9 MI E NSP+WSP (Lat: 40.773694,  Lng: -73.551033),  Route carried "on" structure: MainlineCounty highway ,  Year Built: 1947,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 9,959 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,058 (year 2037),  Design Load: H 20,  Features Intersected: RTE 908G,  Facility Carried by Structure: CANTIAGUE ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.90m (71.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $1,665,000,  Roadway Improvement Cost: $975,000,  Total Project Cost: $2,640,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 105821,  Location: .9 MI E NSP+WSP (Lat: 40.773694,  Lng: -73.551033),  Route carried "under" structure: MainlineCity street 908G,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 112,527 (year 2002),  Features Intersected: RTE 908G,  Facility Carried by Structure: CANTIAGUE ROCK RD
Minimum Vertical Clearance: 3.86m (12.66ft),  Kilometerpoint: 17.265,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1058239,  Location: 1 MI NE JCT NSP+ROUTE 107 (Lat: 40.791242,  Lng: -73.516286),  Route carried "on" structure: MainlineState highway 908G,  Year Built: 1947,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 78,931 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 79,720 (year 2037),  Design Load: H 20,  Features Intersected: LIRR-PT JEFF BRCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.082,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 229.0m (751.3ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.4m (4.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.30m (46.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $2,683,000,  Roadway Improvement Cost: $1,571,000,  Total Project Cost: $4,255,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1063029,  Location: RTE 495+RTE 25 WB (Lat: 40.782664,  Lng: -73.556933),  Route carried "on" structure: MainlineInterstate 495,  Year Built: 1962,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 171,495 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 173,209 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: RTE 25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.028,  Lanes on structure: 9,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 43.2m (141.7ft),  Out-to-Out Width: 45.3m (148.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 81.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 24.60m (80.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $8,593,000,  Roadway Improvement Cost: $5,032,000,  Total Project Cost: $13,625,000 ( Estimate for 2018),  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: 1063029,  Location: RTE 495+RTE 25 WB (Lat: 40.782664,  Lng: -73.556933),  Route carried "under" structure: MainlineState highway 25,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 37,803 (year 1999),  Features Intersected: RTE 25,  Facility Carried by Structure: RTE I495
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 16.701,  Lanes on structure: 9,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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