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Bridge Statistics for Greenwich, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Greenwich, CT, Connecticut, Connecticut forum, All US cities. 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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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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 Find on map >> Show street view
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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