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

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Structure Number: 3001,  Location: 0.3 MI N. OF ROUTE 42 (Lat: 41.441667,  Lng: -73.061667),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,450 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,225 (year 2026),  Design Load: H 20,  Features Intersected: BEACON FALLS CANAL,  Facility Carried by Structure: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  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: August 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000)

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Structure Number: 3432,  Location: .4 MILE WEST OF ROUTE 8 (Lat: 41.426667,  Lng: -73.071667),  Route carried "on" structure: State highway 42,  Year Built: 1966,  Status: Open,  Structure Length: 17.22m (56.50ft),  Average Daily Traffic: 5,800 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,900 (year 2026),  Design Load: HS 20,  Features Intersected: NAUGATUCK RIVER AND RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.505,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.1m (79.1ft),  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: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.6 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,  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 24 months,  Inspection Date: November 2006,  Underwater 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: Built-up

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Structure Number: 3788,  Location: AT ROUTE 8 EXIT 24 (Lat: 41.435000,  Lng: -73.063333),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 1987,  Status: Posted for load,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 2,120 (year 2007),  Truck Traffic: 40%,  Average Future Daily Traffic: 1,060 (year 2026),  Design Load: HS 20,  Features Intersected: NAUGATUCK RIVER,  Facility Carried by Structure: DEPOT STREET
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 63.1m (207.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 14.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Other Special 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4383,  Location: RTE 8 NEAR EXIT 23 (Lat: 41.430000,  Lng: -73.066667),  Route carried "on" structure: State highway 8,  Year Built: 1981,  Status: Open,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 41,100 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,550 (year 2026),  Design Load: HS 20,  Features Intersected: RTE 42 & NAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.837,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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

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Structure Number: 4384,  Location: .4 MILES NORTH OF EXIT 23 (Lat: 41.431667,  Lng: -73.066667),  Route carried "on" structure: State highway 8,  Year Built: 1981,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 41,100 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,550 (year 2026),  Design Load: HS 20,  Features Intersected: METRO NRTH RR&PRIVATE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.288,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.2 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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

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Structure Number: 4385,  Location: BET. RTE 8 EXIT 23 & 24 (Lat: 41.440000,  Lng: -73.066667),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 848 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 424 (year 2026),  Design Load: HS 20,  Features Intersected: ROUTE 8,  Facility Carried by Structure: LOPUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.597,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.1 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: 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

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Structure Number: 4386,  Location: RTE 8 EXIT 24 (Lat: 41.443333,  Lng: -73.066667),  Route carried "on" structure: State highway 8,  Year Built: 1981,  Status: Open,  Structure Length: 16.67m (54.69ft),  Average Daily Traffic: 20,550 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,275 (year 2026),  Design Load: HS 20,  Features Intersected: METRO NORTH & NAUGTCK RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.382,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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 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

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Structure Number: 4387,  Location: RTE 8 EXIT 24 (Lat: 41.443333,  Lng: -73.065000),  Route carried "on" structure: State highway 8,  Year Built: 1981,  Status: Open,  Structure Length: 15.64m (51.31ft),  Average Daily Traffic: 20,550 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,275 (year 2026),  Design Load: HS 20,  Features Intersected: METRO NORTH & NAUGTCK RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.382,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 89.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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,  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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4919,  Location: 500 FT E OF ROUTE 8 (Lat: 41.471667,  Lng: -73.050000),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 230 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 115 (year 2026),  Features Intersected: BEACON HILL BROOK,  Facility Carried by Structure: ANDRASKO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.464,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000)

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Structure Number: 5364,  Location: NEAR EXIT 25 ROUTE 8 (Lat: 41.476667,  Lng: -73.046667),  Route carried "on" structure: City street ,  Year Built: 1933,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,090 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,045 (year 2026),  Design Load: H 15,  Features Intersected: BEACON HILL BROOK,  Facility Carried by Structure: BEACON VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.425,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Superstructure: Fair,  Substructure: Serious,  Channel: Poor,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 6 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000)

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Structure Number: 6018,  Location: .4 MILES S OF MAIN STREET (Lat: 41.442500,  Lng: -73.064167),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,050 (year 1993),  Truck Traffic: 4%,  Average Future Daily Traffic: 525 (year 2026),  Design Load: HS 20,  Features Intersected: METRO NORTH RAILROAD,  Facility Carried by Structure: LOPUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: Meets minimum limits,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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

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Structure Number: 4383,  Location: RTE 8 NEAR EXIT 23 (Lat: 41.430000,  Lng: -73.066667),  Route carried "under" structure: State highway 42,  Year Built: 1981,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 8,100 (year 2005),  Truck Traffic: 5%,  Features Intersected: RTE 42 & NAUGATUCK RIVER,  Facility Carried by Structure: ROUTE 8
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 5.101,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 4385,  Location: BET. RTE 8 EXIT 23 & 24 (Lat: 41.440000,  Lng: -73.066667),  Route carried "under" structure: State highway 8,  Year Built: 1981,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 41,100 (year 2005),  Truck Traffic: 10%,  Features Intersected: ROUTE 8,  Facility Carried by Structure: LOPUS ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 34.964,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 4386,  Location: RTE 8 EXIT 24 (Lat: 41.443333,  Lng: -73.066667),  Route carried "under" structure: Ramp State highway 8,  Year Built: 1981,  Structure Length: 16.67m (54.69ft),  Truck Traffic: 5%,  Features Intersected: METRO NORTH & NAUGTCK RV
Minimum Vertical Clearance: 8.43m (27.66ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 4387,  Location: RTE 8 EXIT 24 (Lat: 41.443333,  Lng: -73.065000),  Route carried "under" structure: Ramp State highway 8,  Year Built: 1981,  Structure Length: 15.64m (51.31ft),  Truck Traffic: 5%,  Features Intersected: METRO NORTH & NAUGTCK RV
Minimum Vertical Clearance: 8.28m (27.17ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 51.8m (169.9ft)