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Bridge Statistics for Old Saybrook, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Old Saybrook, CT, Connecticut, Connecticut forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 30 Total length: 249 meters (817ft) Total costs: $46,000 Total average daily traffic: 659,100 Total average daily truck traffic: 63,664 National Bridge Inventory (NBI) Registered Bridges for Old Saybrook
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 233, Location: 1.3 MI E OF ROUTE 153 (Lat: 41.293333, Lng: -72.420000), Route carried "on" structure: State highway 166, Year Built: 1957, Year Reconstructed: 1993, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 8,100 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 4,050 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Lanes under structure: 4, 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: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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: High priority of corrective action, 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 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), 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 >>
Structure Number: 234, Location: 0.5 MI N OF ROUTE 166 (Lat: 41.298333, Lng: -72.406667), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 57,900 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 28,950 (year 2026), Design Load: HS 20, Features Intersected: SCHOOL HOUSE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.932, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 28.9m (94.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 87.0 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: 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: Febuary 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), 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 >>
Structure Number: 235, Location: 0.8 MI N OF US ROUTE 1 (Lat: 41.286667, Lng: -72.393333), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 57,900 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 28,950 (year 2026), Design Load: HS 20, Features Intersected: ELM STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.155, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 28.9m (94.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 81.4 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: August 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), 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 >>
Structure Number: 236, Location: 0.1 MI S OF ROUTE 154 (Lat: 41.305000, Lng: -72.381667), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 64,300 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 32,150 (year 2026), Design Load: HS 20, Features Intersected: VALLEY RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.233, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 34.4m (112.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 84.0 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: 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: Febuary 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 237, Location: 1.3 MI S OF ROUTE 9 (Lat: 41.310000, Lng: -72.380000), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 57,000 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 28,500 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 154 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.459, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 28.9m (94.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 66.5 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: 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: January 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), 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 >>
Structure Number: 238, Location: 0.6 MI S OF ROUTE 9 (Lat: 41.306667, Lng: -72.366667), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 57,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 28,500 (year 2026), Design Load: HS 20, Features Intersected: SR 628 {Spring Brook Rd} Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.681, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 28.9m (94.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 61.3 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: 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: July 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), 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 >>
Structure Number: 1386, Location: 0.8 MI S OF US ROUTE 1 (Lat: 41.280000, Lng: -72.393333), Route carried "on" structure: State highway 154, Year Built: 1935, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,800 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 1,400 (year 2026), Design Load: H 20, Features Intersected: BACK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.335, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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: Better than 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2007, Underwater Inspection Date: November 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23, Location: 100 FT S OF ROUTE 154 (Lat: 41.286667, Lng: -72.391667), Route carried "on" structure: US 1, Year Built: 1971, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 17,200 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 8,600 (year 2026), Design Load: HS 20, Features Intersected: OYSTER RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.867, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Inventory Rating: 55.5 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, Waterway Adequacy: Equal to present desirable 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: July 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3334, Location: 0.7 MI N OF I-95 (Lat: 41.320000, Lng: -72.363333), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,750 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 6,375 (year 2026), Design Load: HS 20, Features Intersected: FLORAL PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 63.1 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: 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, Inspection Date: December 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3335, Location: 0.7 MI N OF I-95 (Lat: 41.320000, Lng: -72.363333), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 12,750 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 6,375 (year 2026), Design Load: HS 20, Features Intersected: FLORAL PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 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, 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: December 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3336, Location: 1.5 MI N OF I-95 (Lat: 41.323333, Lng: -72.378333), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 11,800 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 5,900 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 154 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: March 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3337, Location: 1.5 MI N OF I-95 (Lat: 41.323333, Lng: -72.378333), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 11,800 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 5,900 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 154 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: March 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3836, Location: .25 MILES SOUTH OF I95 (Lat: 41.315000, Lng: -72.375000), Route carried "on" structure: US 1, Year Built: 1976, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 25,900 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 12,950 (year 2026), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.007, 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: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 55.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 4749, Location: 50' SOUTH/RED BIRD TRAIL (Lat: 41.276667, Lng: -72.406667), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 50 (year 2026), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: NEHANTIC TRAIL #2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 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, 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: November 2007, Underwater Inspection Date: November 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5702, Location: 0.2 MI WEST OF US RTE 1 (Lat: 41.298333, Lng: -72.418333), Route carried "on" structure: State highway 166, Year Built: 1988, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 10,900 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 5,450 (year 2026), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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: High priority of corrective action, 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 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 5923, Location: 0.5 MILES NORTH OF RTE 1 (Lat: 41.296667, Lng: -72.395000), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,000 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2026), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: INGHAM HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 66.5 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: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), 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 >>
Structure Number: 6021, Location: 0.2 MI NORTH OF US RTE 1 (Lat: 41.293333, Lng: -72.403333), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 900 (year 1992), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2026), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: SCHOOLHOUSE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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: 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: March 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6172, Location: 1.4 MI NORTH OF ROUTE 154 (Lat: 41.301667, Lng: -72.360000), Route carried "on" structure: Interstate 95, Year Built: 1992, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 61,800 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 30,900 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.599, Lanes on structure: 7, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 42.4m (139.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 42.8m (140.4ft), Out-to-Out Width: 45.8m (150.3ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 80.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: October 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), 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 >>
Structure Number: 6200A, Location: .72 MI. OF ROUTE 156 (Lat: 41.328333, Lng: -72.353333), Route carried "on" structure: Interstate 95, Year Built: 1993, Status: Open, Structure Length: 77.14m (253.08ft), Average Daily Traffic: 42,200 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 21,100 (year 2026), Design Load: HS 20, Features Intersected: FERRY RD. CONNECTICUT R. Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 126.226, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Navigation Control: Yes ( Vertical Clearance: 24.7m (81.0ft), Horizontal Clearance: 61.0m (200.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 11, Length of Maximum Span: 83.8m (274.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.4m (76.8ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Equal 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, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2006, Underwater Inspection Date: September 2006, Other Special Inspection Date: July 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6200B, Location: .72 MI. W. OF ROUTE 156 (Lat: 41.328333, Lng: -72.351667), Route carried "on" structure: Interstate 95, Year Built: 1993, Status: Open, Structure Length: 77.14m (253.08ft), Average Daily Traffic: 42,200 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 21,100 (year 2026), Design Load: HS 20, Features Intersected: FERRY RD. CONN. RIVER Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 126.226, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Navigation Control: Yes ( Vertical Clearance: 24.7m (81.0ft), Horizontal Clearance: 61.0m (200.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 11, Length of Maximum Span: 83.8m (274.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: 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, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2006, Underwater Inspection Date: September 2006, Other Special Inspection Date: August 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6274, Location: 3.85 MI NORTH OF ROUTE 1 (Lat: 41.270000, Lng: -72.356667), Route carried "on" structure: State highway 154, Year Built: 1994, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,700 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 850 (year 2026), Design Load: HS 20, Features Intersected: SOUTH COVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.195, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2006, Underwater Inspection Date: September 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6275, Location: 4.08 MI NORTH OF ROUTE 1 (Lat: 41.268333, Lng: -72.355000), Route carried "on" structure: State highway 154, Year Built: 1994, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 1,700 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 850 (year 2026), Design Load: HS 20, Features Intersected: SOUTH COVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.565, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2006, Underwater Inspection Date: September 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6276, Location: 4.34 MILES NORTH ROUTE 1 (Lat: 41.266667, Lng: -72.353333), Route carried "on" structure: State highway 154, Year Built: 1994, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 1,700 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 850 (year 2026), Design Load: HS 20, Features Intersected: SOUTH COVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.999, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 79.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2006, Underwater Inspection Date: September 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 233, Location: 1.3 MI E OF ROUTE 153 (Lat: 41.293333, Lng: -72.420000), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 57,900 (year 2006), Truck Traffic: 15%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: ROUTE 166 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 11.971, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Find on map >>
Structure Number: 237, Location: 1.3 MI S OF ROUTE 9 (Lat: 41.310000, Lng: -72.380000), Route carried "under" structure: State highway 154, Year Built: 1957, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 15,400 (year 2006), Truck Traffic: 6%, Features Intersected: ROUTE 154, Facility Carried by Structure: INTERSTATE-95 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 1.181, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 238, Location: 0.6 MI S OF ROUTE 9 (Lat: 41.306667, Lng: -72.366667), Route carried "under" structure: State highway 628, Year Built: 1957, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 5,700 (year 2006), Truck Traffic: 10%, Features Intersected: SR 628 {Spring Brook Rd}, Facility Carried by Structure: INTERSTATE-95 Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.145, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 3336, Location: 1.5 MI N OF I-95 (Lat: 41.323333, Lng: -72.378333), Route carried "under" structure: State highway 154, Year Built: 1966, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 8,200 (year 2006), Truck Traffic: 6%, Features Intersected: ROUTE 154, Facility Carried by Structure: ROUTE 9 SOUTHBOUND Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 13.886, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 3337, Location: 1.5 MI N OF I-95 (Lat: 41.323333, Lng: -72.378333), Route carried "under" structure: State highway 154, Year Built: 1966, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 8,200 (year 2006), Truck Traffic: 6%, Features Intersected: ROUTE 154, Facility Carried by Structure: ROUTE 9 NORTHBOUND Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 13.934, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 6172, Location: 1.4 MI NORTH OF ROUTE 154 (Lat: 41.301667, Lng: -72.360000), Route carried "under" structure: State highway 9, Year Built: 1992, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 2,300 (year 2005), Truck Traffic: 10%, Features Intersected: ROUTE 9 Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.644, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: 6172, Location: 1.4 MI NORTH OF ROUTE 154 (Lat: 41.301667, Lng: -72.360000), Route carried "under" structure: Ramp Interstate 95, Year Built: 1992, Structure Length: 3.78m (12.40ft), Features Intersected: ROUTE 9 Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.016, Lanes on structure: 7, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Discuss this city on our hugely popular Connecticut forum Back to: Old Saybrook, CT, Connecticut, All US cities.
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