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Bridge Statistics for Southbury, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Southbury, CT, Connecticut, Connecticut forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 39
Total length: 209 meters (686ft) Total costs: $52,000 Total average daily traffic: 688,758 Total average daily truck traffic: 71,108 National Bridge Inventory (NBI) Registered Bridges for Southbury
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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: 1047, Location: .5 WEST OF RT. 6 & 67 (Lat: 41.513333, Lng: -73.220000), Route carried "on" structure: State highway 67, Year Built: 1958, Year Reconstructed: 1985, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 6,300 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 3,150 (year 2030), Design Load: HS 20, Features Intersected: POMPERAUG RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.7 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: 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: 1149, Location: BTWN EXITS 13 & 14 1-84 (Lat: 41.458333, Lng: -73.248333), Route carried "on" structure: City street , Year Built: 1963, Year Reconstructed: 1993, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 590 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 295 (year 2030), Design Load: HS 20, Features Intersected: INTERSTATE-84, Facility Carried by Structure: ICHABOD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.502, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, 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: 115, Location: AT EXIT 14 (Lat: 41.465000, Lng: -73.233333), Route carried "on" structure: Interstate 84, Year Built: 1963, Year Reconstructed: 2004, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 33,200 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 16,600 (year 2030), Design Load: HS 20, Features Intersected: ROUTE 172 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.486, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 77.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 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: 1151, Location: EXIT 14 (Lat: 41.465000, Lng: -73.235000), Route carried "on" structure: Interstate 84, Year Built: 1963, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 33,200 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 16,600 (year 2030), Design Load: HS 20, Features Intersected: ROUTE 172 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.502, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: 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 Find on map >> Show street view
Structure Number: 1152, Location: .9 MILE EAST OF ROUTE 172 (Lat: 41.456667, Lng: -73.221667), Route carried "on" structure: Interstate 84, Year Built: 1963, Year Reconstructed: 2003, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 35,400 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 17,700 (year 2030), Design Load: HS 20, Features Intersected: PETER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.902, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 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 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: 1153, Location: .9 MI E OF ROUTE 172 (Lat: 41.460000, Lng: -73.221667), Route carried "on" structure: Interstate 84, Year Built: 1963, Year Reconstructed: 2004, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 35,400 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 17,700 (year 2030), Design Load: HS 20, Features Intersected: PETER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.918, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1154, Location: .4 MI W OF US RTE 6 & 202 (Lat: 41.476667, Lng: -73.215000), Route carried "on" structure: City street , Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 4,726 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 2,363 (year 2030), Design Load: HS 20, Features Intersected: INTERSTATE-84 & RAMP 40, Facility Carried by Structure: BULLET HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 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: 1155, Location: INTERSTATE-84 EXIT 15 (Lat: 41.471667, Lng: -73.211667), Route carried "on" structure: Interstate 84, Year Built: 1963, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 29,250 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 14,625 (year 2030), Design Load: HS 20, Features Intersected: US RTE 6, RTE 67, STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.334, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: Equal to present minimum 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: 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: Built-up Find on map >> Show street view
Structure Number: 1156, Location: EXIT 15 INTERSTATE-84 (Lat: 41.476667, Lng: -73.211667), Route carried "on" structure: Interstate 84, Year Built: 1963, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 29,250 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 14,625 (year 2030), Design Load: HS 20, Features Intersected: US RTE 6, RTE 67, STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.334, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: Equal to present minimum 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: 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: Built-up Find on map >> Show street view
Structure Number: 1157, Location: .7 MI WEST OF ROUTE 188 (Lat: 41.493333, Lng: -73.173333), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 686 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 343 (year 2030), Design Load: HS 20, Features Intersected: INTERSTATE-84, Facility Carried by Structure: BUCKS HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.887, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, 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: Equal to present minimum 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 10, Other Special Inspection Date: May 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 1158, Location: EXIT 16 I-84 E/B (Lat: 41.485000, Lng: -73.161667), Route carried "on" structure: Interstate 84, Year Built: 1964, Year Reconstructed: 1993, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 33,800 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 16,900 (year 2030), Design Load: HS 20, Features Intersected: ROUTE 188 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.887, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum 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: 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 Find on map >> Show street view
Structure Number: 1159, Location: I-84 WB EXIT 16 (Lat: 41.490000, Lng: -73.163333), Route carried "on" structure: Interstate 84, Year Built: 1964, Year Reconstructed: 1993, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 33,800 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 16,900 (year 2030), Design Load: HS 20, Features Intersected: ROUTE 188 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.887, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: 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: Built-up Find on map >> Show street view
Structure Number: 1475, Location: I 84 EXIT 14 & 1 MILE NOR (Lat: 41.478333, Lng: -73.248333), Route carried "on" structure: State highway 172, Year Built: 1939, Year Reconstructed: 1991, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 9,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 4,500 (year 2030), Design Load: HS 20, Features Intersected: POMPERAUG RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: November 11, Underwater 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, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 2751, Location: 1 MI SOUTH OF JCT RTE 67 (Lat: 41.498333, Lng: -73.256667), Route carried "on" structure: State highway 172, Year Built: 1932, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,200 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 2,600 (year 2030), Design Load: H 20, Features Intersected: TRANSYLVANIA BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.680, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: 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: May 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: 3914, Location: 100' EAST OF JCT RTE 188 (Lat: 41.473333, Lng: -73.156667), Route carried "on" structure: US 486, Year Built: 1975, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,400 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 1,200 (year 2030), Features Intersected: EIGHT MILE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Out-to-Out Width: 36.6m (120.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 71.1 metric tons, Inventory Rating: 45.0 metric tons, Structural Evaluation: Better than present minimum criteria, 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: August 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 Find on map >> Show street view
Structure Number: 4264, Location: I-84 EXIT 13 (Lat: 41.441667, Lng: -73.248333), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 11.16m (36.61ft), Average Daily Traffic: 2,990 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 1,495 (year 2030), Design Load: HS 20, Features Intersected: INTERSTATE-84, Facility Carried by Structure: RIVER ROAD #1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.581, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 54.3m (178.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to 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, 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: 4465, Location: NEAR I-84 EXIT 13 (Lat: 41.440000, Lng: -73.251667), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 4,465 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 2,233 (year 2030), Design Load: HS 20, Features Intersected: POMPERAUG RIVER, Facility Carried by Structure: RIVER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: August 10, Underwater Inspection Date: October 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: Monolithic Concrete Find on map >> Show street view
Structure Number: 4466, Location: 1/4 MI WEST OF SO MAIN ST (Lat: 41.468333, Lng: -73.230000), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 387 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 194 (year 2030), Design Load: HS 20, Features Intersected: POMPERAUG RIVER, Facility Carried by Structure: FLOOD BRIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.9 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: 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: August 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: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 5029, Location: .2 MI FROM HERITAGE ROAD (Lat: 41.480000, Lng: -73.225000), Route carried "on" structure: City street , Year Built: 1967, Year Reconstructed: 1989, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 4,345 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 2,173 (year 2030), Design Load: HS 20, Features Intersected: POMPERAUG RIVER, Facility Carried by Structure: POVERTY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.9m (19.4ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal 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: 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: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 5031, Location: .5 MI WEST OF ROUTE 172 (Lat: 41.471667, Lng: -73.256667), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 550 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 275 (year 2030), Design Load: HS 20, Features Intersected: TRANSYLVANIA BROOK, Facility Carried by Structure: EAST FLAT HILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Poor, Culverts: Poor, Operating Rating: 52.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than 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: August 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 Find on map >> Show street view
Structure Number: 5032, Location: NEAR SOUTH. TRAIN. SCHOOL (Lat: 41.470000, Lng: -73.258333), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 970 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 485 (year 2030), Features Intersected: TRANSYLVANIA BROOK, Facility Carried by Structure: SPRUCE BROOK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft) Condition: Channel: Fair, Culverts: Serious, Operating Rating: 38.7 metric tons, Inventory Rating: 26.1 metric tons, Structural Evaluation: High priority of corrective action, Waterway Adequacy: 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 6 months, Underwater Inspection Frequency: Every 6 months, Inspection Date: July 11, Underwater Inspection Date: January 12, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 Find on map >> Show street view
Structure Number: 5033, Location: 3 MI S TROOP A BARRACKS (Lat: 41.431667, Lng: -73.228333), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 561 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 281 (year 2030), Design Load: HS 20, Features Intersected: LEE FARM BROOK, Facility Carried by Structure: LAKEMERE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.204, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than 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: August 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 5034, Location: .5 MI WEST OF ROUTE 6 (Lat: 41.483333, Lng: -73.223333), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 8,191 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 4,096 (year 2030), Design Load: HS 20, Features Intersected: POMPERAUG RIVER, Facility Carried by Structure: HERITAGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: August 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: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 5541, Location: 500' FROM ROUTE 188 (Lat: 41.478333, Lng: -73.156667), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 112 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 56 (year 2030), Design Load: HS 20, Features Intersected: EIGHT MILE BROOK, Facility Carried by Structure: BRISTOL TOWN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: 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: August 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: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 5767, Location: 1/10 MI N OF ROUTE 172 (Lat: 41.515000, Lng: -73.248333), Route carried "on" structure: State highway 67, Year Built: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,700 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 2,350 (year 2030), Design Load: HS 20, Features Intersected: TRANSYLVANIA BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.957, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Channel: Satisfactory, 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: 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: July 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 Find on map >> Show street view
Structure Number: 6259, Location: NEAR SOUTHBRY TRAIN. SCHL (Lat: 41.488333, Lng: -73.268333), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,785 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 893 (year 2030), Design Load: HS 20, Features Intersected: SPRUCE BROOK, Facility Carried by Structure: SPRUCE BROOK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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: August 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 Find on map >> Show street view
Structure Number: 1149, Location: BTWN EXITS 13 & 14 1-84 (Lat: 41.458333, Lng: -73.248333), Route carried "under" structure: Interstate 84, Year Built: 1963, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 68,900 (year 2010), Truck Traffic: 9%, Features Intersected: INTERSTATE-84, Facility Carried by Structure: ICHABOD ROAD Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 31.022, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Find on map >> Show street view
Structure Number: 115, Location: AT EXIT 14 (Lat: 41.465000, Lng: -73.233333), Route carried "under" structure: State highway 172, Year Built: 1963, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 9,600 (year 2007), Truck Traffic: 1%, Features Intersected: ROUTE 172, Facility Carried by Structure: INTERSTATE-84 EB Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.016, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft) Find on map >> Show street view
Structure Number: 1151, Location: EXIT 14 (Lat: 41.465000, Lng: -73.235000), Route carried "under" structure: State highway 172, Year Built: 1963, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 9,600 (year 2007), Truck Traffic: 2%, Features Intersected: ROUTE 172, Facility Carried by Structure: INTERSTATE-84 WB Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft) Find on map >> Show street view
Structure Number: 1154, Location: .4 MI W OF US RTE 6 & 202 (Lat: 41.476667, Lng: -73.215000), Route carried "under" structure: Ramp Interstate 84, Year Built: 1963, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 2,200 (year 2006), Truck Traffic: 14%, Features Intersected: INTERSTATE-84 & RAMP 40, Facility Carried by Structure: BULLET HILL ROAD Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft) Find on map >> Show street view
Structure Number: 1154, Location: .4 MI W OF US RTE 6 & 202 (Lat: 41.476667, Lng: -73.215000), Route carried "under" structure: Interstate 84, Year Built: 1963, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 70,800 (year 2009), Truck Traffic: 14%, Features Intersected: INTERSTATE-84 & RAMP 40, Facility Carried by Structure: BULLET HILL ROAD Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 34.787, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft) Find on map >> Show street view
Structure Number: 1155, Location: INTERSTATE-84 EXIT 15 (Lat: 41.471667, Lng: -73.211667), Route carried "under" structure: US 6, Year Built: 1963, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 23,100 (year 2009), Truck Traffic: 5%, Features Intersected: US RTE 6, RTE 67, STREAM, Facility Carried by Structure: INTERSTATE-84 EB Minimum Vertical Clearance: 8.46m (27.76ft), Kilometerpoint: 35.784, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Find on map >> Show street view
Structure Number: 1156, Location: EXIT 15 INTERSTATE-84 (Lat: 41.476667, Lng: -73.211667), Route carried "under" structure: US 6, Year Built: 1963, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 23,100 (year 2009), Truck Traffic: 5%, Features Intersected: US RTE 6, RTE 67, STREAM, Facility Carried by Structure: INTERSTATE-84 WB Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 35.832, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >> Show street view
Structure Number: 1157, Location: .7 MI WEST OF ROUTE 188 (Lat: 41.493333, Lng: -73.173333), Route carried "under" structure: Interstate 84, Year Built: 1964, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 67,300 (year 2008), Truck Traffic: 16%, Features Intersected: INTERSTATE-84, Facility Carried by Structure: BUCKS HILL ROAD Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 38.793, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft) Find on map >> Show street view
Structure Number: 1158, Location: EXIT 16 I-84 E/B (Lat: 41.485000, Lng: -73.161667), Route carried "under" structure: State highway 188, Year Built: 1964, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 9,200 (year 2007), Truck Traffic: 2%, Features Intersected: ROUTE 188, Facility Carried by Structure: INTERSTATE-84 EB Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 1.646, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft) Find on map >> Show street view
Structure Number: 1159, Location: I-84 WB EXIT 16 (Lat: 41.490000, Lng: -73.163333), Route carried "under" structure: State highway 188, Year Built: 1964, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 9,200 (year 2007), Truck Traffic: 2%, Features Intersected: ROUTE 188, Facility Carried by Structure: INTERSTATE-84 WB Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 16.492, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft) Find on map >> Show street view
Structure Number: 4264, Location: I-84 EXIT 13 (Lat: 41.441667, Lng: -73.248333), Route carried "under" structure: Ramp Interstate 84, Year Built: 1978, Structure Length: 11.16m (36.61ft), Truck Traffic: 1%, Features Intersected: INTERSTATE-84, Facility Carried by Structure: RIVER ROAD #1 Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 30.153, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 54.3m (178.1ft) Find on map >> Show street view
Structure Number: 4264, Location: I-84 EXIT 13 (Lat: 41.441667, Lng: -73.248333), Route carried "under" structure: Ramp Interstate 84, Year Built: 1978, Structure Length: 11.16m (36.61ft), Truck Traffic: 1%, Features Intersected: INTERSTATE-84, Facility Carried by Structure: RIVER ROAD #1 Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 30.153, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 54.3m (178.1ft) Find on map >> Show street view
Structure Number: 4264, Location: I-84 EXIT 13 (Lat: 41.441667, Lng: -73.248333), Route carried "under" structure: Interstate 84, Year Built: 1978, Structure Length: 11.16m (36.61ft), Average Daily Traffic: 74,500 (year 2009), Truck Traffic: 16%, Features Intersected: INTERSTATE-84, Facility Carried by Structure: RIVER ROAD #1 Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 30.153, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 54.3m (178.1ft)
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