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Bridge Statistics for Greenwich, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Parts: 1, 2


National Bridge Inventory (NBI) Statistics
Number of bridges: 71
Total length: 393 meters (1,289ft)
Total costs: $122,000
Total average daily traffic: 3,733,097
Total average daily truck traffic: 347,573
National Bridge Inventory (NBI) Registered Bridges for Greenwich
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New bridges - Historical Statistics

  • Before 1900: 2
  • 1900-1909: 4
  • 1910-1919: 1
  • 1920-1929: 5
  • 1930-1939: 13
  • 1940-1949: 3
  • 1950-1959: 29
  • 1960-1969: 4
  • 1970-1979: 2
  • 1980-1989: 3
  • 1990-1999: 1
  • 2000-2009: 3
  • 2010-2012: 1

Reconstructed bridges - Historical Statistics

  • 1970-1979: 1
  • 1980-1989: 13
  • 1990-1999: 5
  • 2000-2009: 2

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 1,  Location: I95 AT N Y STATE LINE (Lat: 41.010000,  Lng: -73.660000),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 38.47m (126.21ft),  Average Daily Traffic: 124,900 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 62,450 (year 2030),  Design Load: HS 20,  Features Intersected: BYRAM RIVER,S WATER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 33 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 45.4m (149.0ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 13,  Length of Maximum Span: 64.6m (211.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Critical Feature Inspection Date: September 10,  Underwater Inspection Date: September 10,  Other Special Inspection Date: September 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2,  Location: 0.2 MI EAST OF NY LINE (Lat: 41.013333,  Lng: -73.656667),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 124,900 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 62,450 (year 2030),  Design Load: HS 20,  Features Intersected: RIVER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3,  Location: .4 MI EAST OF N Y SL (Lat: 41.015000,  Lng: -73.655000),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 1,656 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 828 (year 2030),  Design Load: HS 20,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: JAMES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 4,  Location: DELVAN AVENUE 08 E NYS (Lat: 41.003333,  Lng: -73.650000),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 130,000 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 65,000 (year 2030),  Design Load: H 20,  Features Intersected: DELAVAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 5,  Location: RITCH AV.5 MILE E OF EX.2 (Lat: 41.010000,  Lng: -73.645000),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 129,200 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 64,600 (year 2030),  Design Load: H 20,  Features Intersected: RITCH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 6,  Location: 0.3 MI EAST OF EXT 3 (Lat: 41.018333,  Lng: -73.631667),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 144,000 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 72,000 (year 2030),  Design Load: H 20,  Features Intersected: FIELD POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.556,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 7,  Location: WEST of EXIT 3 (Lat: 41.020000,  Lng: -73.628333),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 132,800 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,400 (year 2030),  Design Load: HS 20,  Features Intersected: SHORE ROAD # 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  Lanes on structure: 8,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 41.9m (137.5ft),  Out-to-Out Width: 44.9m (147.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 8,  Location: NEAR EXIT 3 (Lat: 41.020000,  Lng: -73.628333),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 132,800 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 66,400 (year 2030),  Design Load: HS 20,  Features Intersected: HORSENECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.910,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 52.2 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12,  Underwater Inspection Date: Febuary 12,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000
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Structure Number: 9,  Location: ROUTE I 95 EXIT 3 (Lat: 41.020000,  Lng: -73.626667),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 118,700 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 59,350 (year 2030),  Design Load: HS 20,  Features Intersected: ARCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.087,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 31 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: 36.0m (118.1ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Other Special Inspection Date: March 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1,  Location: 1 MI EAST OF EX 3 (Lat: 41.020000,  Lng: -73.623333),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 118,700 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 59,350 (year 2030),  Design Load: HS 20,  Features Intersected: STEAMBOAT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.312,  Lanes on structure: 8,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 45.4m (149.0ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 11,  Location: .4 MI EAST OF EX 3 (Lat: 41.021667,  Lng: -73.618333),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 135,200 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 67,600 (year 2030),  Design Load: HS 20,  Features Intersected: DAVIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.779,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 12,  Location: BETWEEN EXITS 3 & 4 (Lat: 41.023333,  Lng: -73.615000),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 135,200 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 67,600 (year 2030),  Design Load: H 20,  Features Intersected: DAVIS MILL POND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.052,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 13,  Location: EXIT 4 (Lat: 41.026667,  Lng: -73.605000),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 13,080 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,540 (year 2030),  Design Load: HS 20,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: INDIAN FIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  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: 19.1m (62.7ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Good,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 14,  Location: COS COB RR STA @ EXIT 4 (Lat: 41.028333,  Lng: -73.601667),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 15.70m (51.51ft),  Average Daily Traffic: 138,000 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 69,000 (year 2030),  Design Load: HS 20,  Features Intersected: METRO NORTH RR & STATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.468,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 37.5m (123.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 36.7m (120.4ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16,  Location: .7 MI EAST OF MIANUS RV (Lat: 41.038333,  Lng: -73.586667),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 8,575 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,288 (year 2030),  Design Load: HS 20,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: RIVERSIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  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: 19.1m (62.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 17,  Location: 1 MI W OF STMFRD GRWCH TL (Lat: 41.040000,  Lng: -73.583333),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 4,100 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,050 (year 2030),  Design Load: HS 20,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: LOCKWOOD LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 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 minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 10,  Other Special Inspection Date: October 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18,  Location: EXIT 5 (Lat: 41.040000,  Lng: -73.578333),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 11,000 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,500 (year 2030),  Design Load: HS 20,  Features Intersected: INTERSTATE-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Other Special Inspection Date: Febuary 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19,  Location: 0.2 M EAST OF I95,EXIT 5 (Lat: 41.042222,  Lng: -73.574444),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 128,800 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 64,400 (year 2030),  Design Load: H 20,  Features Intersected: SOUND BEACH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.252,  Lanes on structure: 7,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 43.2m (141.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 2,  Location: 0.3 M EAST OF I-95,EXIT 5 (Lat: 41.043333,  Lng: -73.571667),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 138,300 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 69,150 (year 2030),  Design Load: H 20,  Features Intersected: FERRIS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.461,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 36.7m (120.4ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 21,  Location: .1 MI WEST GR STAMFORD TL (Lat: 41.045000,  Lng: -73.566667),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 138,300 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 69,150 (year 2030),  Design Load: HS 20,  Features Intersected: LADDINS ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.960,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 36.2m (118.8ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Other Special Inspection Date: March 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 314,  Location: 0.2 MI NORTH OF ROUTE 95 (Lat: 41.043333,  Lng: -73.590000),  Route carried "on" structure: US 1,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 25,600 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,800 (year 2030),  Design Load: HS 20,  Features Intersected: MIANUS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.774,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 61.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 10,  Underwater Inspection Date: May 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 691,  Location: 1.6 MI E OF STATE LN (Lat: 41.058333,  Lng: -73.675000),  Route carried "on" structure: State highway 15,  Year Built: 1934,  Year Reconstructed: 1997,  Status: Posted for load-capacity,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 46,700 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,350 (year 2030),  Design Load: H 20,  Features Intersected: BYRAM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.623,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 693,  Location: 2.3 MI EAST OF STATE LINE (Lat: 41.066667,  Lng: -73.670000),  Route carried "on" structure: State highway 15,  Year Built: 1935,  Status: Posted for load-capacity,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 47,600 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,800 (year 2030),  Design Load: H 20,  Features Intersected: GLENVILLE WATER COMPANY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.717,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000
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Structure Number: 694,  Location: 2.8 MI E STATE LINE (Lat: 41.078333,  Lng: -73.670000),  Route carried "on" structure: State highway 15,  Year Built: 1935,  Status: Posted for load-capacity,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 49,900 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,950 (year 2030),  Design Load: H 20,  Features Intersected: CONVERSE POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.570,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 695,  Location: 3.5 MI E OF NY STATE LINE (Lat: 41.095000,  Lng: -73.665000),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 4,230 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,115 (year 2030),  Design Load: H 20,  Features Intersected: ROUTE 15,  Facility Carried by Structure: ROUND HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.747,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Superstructure: Fair,  Substructure: Good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 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 minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 696,  Location: 4.7 MI EAST OF STATE LINE (Lat: 41.090000,  Lng: -73.648333),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 3,192 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,596 (year 2030),  Design Load: HS 20,  Features Intersected: ROUTE 15,  Facility Carried by Structure: LAKE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 11,  Other Special Inspection Date: August 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 697,  Location: AT ROUTE 15, EXIT 31 (Lat: 41.096667,  Lng: -73.631667),  Route carried "on" structure: City street ,  Year Built: 1937,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 10,410 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,205 (year 2030),  Design Load: H 20,  Features Intersected: ROUTE 15,  Facility Carried by Structure: NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.999,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 698,  Location: 6.3 MI E OF STATE LINE (Lat: 41.083333,  Lng: -73.623333),  Route carried "on" structure: State highway 15,  Year Built: 1936,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 55,300 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,650 (year 2030),  Design Load: H 20,  Features Intersected: TACONIC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.137,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000
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Structure Number: 699,  Location: 7.5 MI EAST OF STATE LINE (Lat: 41.083333,  Lng: -73.603333),  Route carried "on" structure: City street ,  Year Built: 1936,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 1,770 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 885 (year 2030),  Design Load: H 20,  Features Intersected: ROUTE 15,  Facility Carried by Structure: STANWICH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.290,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  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: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1952,  Location: COSCOB SECTION OF G'NWICH (Lat: 41.038333,  Lng: -73.598333),  Route carried "on" structure: US 1,  Year Built: 1911,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 23,300 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,650 (year 2030),  Design Load: HS 20,  Features Intersected: STRICKLAND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.857,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 10,  Underwater Inspection Date: September 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2134,  Location: 3.07 MI EAST OF N.Y.S.L. (Lat: 41.078333,  Lng: -73.668333),  Route carried "on" structure: State highway 15,  Year Built: 1935,  Status: Posted for load-capacity,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 47,600 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,800 (year 2030),  Design Load: H 20,  Features Intersected: CONVERSE POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.940,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 67.5 metric tons,  Inventory Rating: 36.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000
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Structure Number: 2136,  Location: 0.31 MILES FROM BR# 695 (Lat: 41.086667,  Lng: -73.661667),  Route carried "on" structure: State highway 15,  Year Built: 1934,  Status: Posted for load-capacity,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 49,600 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,800 (year 2030),  Design Load: H 20,  Features Intersected: CONVERSE POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.098,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000
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Structure Number: 2357,  Location: 35 YD WEST OF HILLSIDE RD (Lat: 41.036861,  Lng: -73.611461),  Route carried "on" structure: US 1,  Year Built: 1972,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 23,300 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,650 (year 2030),  Features Intersected: W BRANCH GREENWICH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.795,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 52.2 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000
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Structure Number: 3512,  Location: .46 MI NORTH OF N.Y. S.L. (Lat: 41.095000,  Lng: -73.718333),  Route carried "on" structure: Interstate 684,  Year Built: 1968,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 45.60m (149.61ft),  Average Daily Traffic: 37,450 (year 2008),  Truck Traffic: 16%,  Average Future Daily Traffic: 18,725 (year 2030),  Design Load: HS 20,  Features Intersected: TAMARACK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 30,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3513,  Location: .5 MI N OF N.Y. S.L. (Lat: 41.095000,  Lng: -73.716667),  Route carried "on" structure: Interstate 684,  Year Built: 1968,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 42.70m (140.09ft),  Average Daily Traffic: 37,450 (year 2008),  Truck Traffic: 16%,  Average Future Daily Traffic: 18,725 (year 2030),  Design Load: HS 20,  Features Intersected: TAMARACK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 28,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3514,  Location: BET. EXIT 2 & 3 (Lat: 41.106667,  Lng: -73.711667),  Route carried "on" structure: Interstate 684,  Year Built: 1968,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 37,430 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,715 (year 2030),  Design Load: HS 20,  Features Intersected: BYRAM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3672,  Location: OFF OF BANKS ST (Lat: 41.040000,  Lng: -73.665000),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 8,100 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,050 (year 2030),  Design Load: H 20,  Features Intersected: BYRAM RIVER,  Facility Carried by Structure: GLENVILLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Underwater Inspection Date: June 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000
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Structure Number: 3674,  Location: NEAR EXIT 2,INTERSTATE-95 (Lat: 41.001667,  Lng: -73.651667),  Route carried "on" structure: City street ,  Year Built: 1892,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 5,983 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,992 (year 2030),  Design Load: HS 20,  Features Intersected: METRO NORTH RAILROAD,  Facility Carried by Structure: BYRAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Critical Feature Inspection Date: August 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 3675,  Location: NORTH OF I-95 EXIT NO. 4 (Lat: 41.031667,  Lng: -73.605000),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 11,430 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,715 (year 2030),  Design Load: HS 20,  Features Intersected: METRO NORTH RAILROAD,  Facility Carried by Structure: INDIAN FIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Critical Feature Inspection Date: December 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 3846,  Location: 100 FT N SUMMIT ROAD (Lat: 41.026667,  Lng: -73.578333),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 1,626 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 813 (year 2030),  Design Load: HS 20,  Features Intersected: METRO NORTH RAILROAD,  Facility Carried by Structure: DRINKWATER PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Critical Feature Inspection Date: December 10,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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