Bridge Statistics for Patterson, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 101668,  Location: 0.4 MI N JCT RTS 22+164 (Lat: 41.477997,  Lng: -73.578853),  Route carried "on" structure: State highway 22,  Year Built: 1932,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 7,601 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,641 (year 2020),  Design Load: HS 25,  Features Intersected: CROTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.035,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,574,000,  Roadway Improvement Cost: $937,000,  Total Project Cost: $2,511,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10456,  Location: 0.4 MI W JCT RTS 311+22 (Lat: 41.514142,  Lng: -73.599308),  Route carried "on" structure: State highway 311,  Year Built: 1958,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 8,323 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,850 (year 2022),  Design Load: HS 20,  Features Intersected: E BR CROTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.168,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $629,000,  Roadway Improvement Cost: $374,000,  Total Project Cost: $1,003,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104561,  Location: 2.4 MI W JCT RTS 312+22 (Lat: 41.433150,  Lng: -73.614958),  Route carried "on" structure: State highway 312,  Year Built: 1977,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 10,534 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,748 (year 2026),  Features Intersected: MNRR BE LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $629,000,  Roadway Improvement Cost: $374,000,  Total Project Cost: $1,003,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1052771,  Location: I84 INT 18 (Lat: 41.473989,  Lng: -73.649000),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 36,625 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 51,275 (year 2019),  Design Load: HS 20,  Features Intersected: RTE 311
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.405,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.62m (11.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,087,000,  Roadway Improvement Cost: $647,000,  Total Project Cost: $1,734,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052772,  Location: I84 INT 18 (Lat: 41.473989,  Lng: -73.649000),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 36,625 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 51,275 (year 2019),  Design Load: HS 20,  Features Intersected: RTE 311
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.405,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.62m (11.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,087,000,  Roadway Improvement Cost: $647,000,  Total Project Cost: $1,734,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052781,  Location: .6 MI SE I84 EXIT 18 (Lat: 41.465228,  Lng: -73.644608),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Status: Open,  Structure Length: 3.07m (10.07ft),  Average Daily Traffic: 36,625 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 51,275 (year 2019),  Design Load: HS 20,  Features Intersected: FAIR STREET-CR 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.389,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,087,000,  Roadway Improvement Cost: $647,000,  Total Project Cost: $1,734,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1052782,  Location: .6 MI SE I84 EXIT 18 (Lat: 41.465228,  Lng: -73.644608),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Status: Open,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 36,625 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 51,275 (year 2019),  Design Load: HS 20,  Features Intersected: FAIR STREET-CR 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.422,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.98m (9.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,087,000,  Roadway Improvement Cost: $647,000,  Total Project Cost: $1,734,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1052791,  Location: 1.7 MI E I84 INT 18 (Lat: 41.451411,  Lng: -73.638586),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 36,625 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 51,275 (year 2019),  Design Load: HS 20,  Features Intersected: BULLET HOLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.064,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $1,087,000,  Roadway Improvement Cost: $647,000,  Total Project Cost: $1,734,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1052792,  Location: 1.7 MI E I84 INT 18 (Lat: 41.451411,  Lng: -73.638586),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 36,625 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 51,275 (year 2019),  Design Load: HS 20,  Features Intersected: BULLET HOLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.064,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $1,087,000,  Roadway Improvement Cost: $647,000,  Total Project Cost: $1,734,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 222387,  Location: 1.2 MILES SE OF HOLMES (Lat: 41.509031,  Lng: -73.633269),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 250 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 350 ,  Features Intersected: MNRR BE LINE,  Facility Carried by Structure: MOONEY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $464,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 334546,  Location: 2 MI NE OF CR 65 ON CR 68 (Lat: 41.498664,  Lng: -73.533653),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,200 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,680 ,  Design Load: HS 20,  Features Intersected: QUAKER BROOK,  Facility Carried by Structure: HAVLND HOLLOW RD
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 88.3 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 desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Bridge Improvement Cost: $668,000,  Roadway Improvement Cost: $397,000,  Total Project Cost: $1,065,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 334547,  Location: 3.3 MILES SE OF PATTERSON (Lat: 41.494236,  Lng: -73.546919),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 400 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 560 ,  Features Intersected: HAVILAND HLLW BRK,  Facility Carried by Structure: BRIMSTONE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $233,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334548,  Location: 1.3 MI NW OF PATTERSON (Lat: 41.494253,  Lng: -73.607200),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 500 (year 1978),  Truck Traffic: 8%,  Average Future Daily Traffic: 700 (year 1998),  Design Load: HS 20,  Features Intersected: MUDDY BROOK,  Facility Carried by Structure: CORNWALL HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $233,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334549,  Location: .3 MILE SE OF PATTERSON (Lat: 41.484083,  Lng: -73.570550),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,450 (year 1983),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,890 (year 2003),  Design Load: HS 20,  Features Intersected: HAVILAND HLLW BRK,  Facility Carried by Structure: EAST BRANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $233,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 336512,  Location: 1.3 MI NE OF LAKE CARMEL (Lat: 41.475033,  Lng: -73.652717),  Route carried "on" structure: County highway ,  Year Built: 1925,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 473 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 629 (year 2017),  Features Intersected: DREW LAKE OUTLET,  Facility Carried by Structure: LUDINGTON CT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 79.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $91,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $144,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber

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Structure Number: 1052771,  Location: I84 INT 18 (Lat: 41.473989,  Lng: -73.649000),  Route carried "under" structure: State highway 311,  Year Built: 1968,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 11,498 (year 2005),  Truck Traffic: 6%,  Features Intersected: RTE 311,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 1.689,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 1052772,  Location: I84 INT 18 (Lat: 41.473989,  Lng: -73.649000),  Route carried "under" structure: State highway 311,  Year Built: 1968,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 11,498 (year 2005),  Truck Traffic: 6%,  Features Intersected: RTE 311,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 1.689,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 704136,  Location: 0.34 MI N JCT 164&311 (Lat: 41.489128,  Lng: -73.624608),  Route carried "under" structure: State highway 311,  Year Built: 1907,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 8,012 (year 2005),  Truck Traffic: 6%,  Features Intersected: RTE 311,  Facility Carried by Structure: MNRR BE LINE
Minimum Vertical Clearance: 3.65m (11.98ft),  Kilometerpoint: 4.795,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 8.5m (27.9ft)

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Structure Number: 704137,  Location: 0.25 MI E JCT 311&164 (Lat: 41.484164,  Lng: -73.622150),  Route carried "under" structure: State highway 164,  Year Built: 1915,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 3,153 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 164,  Facility Carried by Structure: MNRR BE LINE
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.386,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 704138,  Location: 0.50 MI E JCT 311&164 (Lat: 41.481725,  Lng: -73.617925),  Route carried "under" structure: State highway 164,  Year Built: 1915,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 3,153 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 164,  Facility Carried by Structure: MNRR BE LINE
Minimum Vertical Clearance: 3.99m (13.09ft),  Kilometerpoint: 0.869,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.4m (30.8ft)

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Structure Number: 704139,  Location: 0.80 MI E JCT 311&164 (Lat: 41.479567,  Lng: -73.611419),  Route carried "under" structure: State highway 164,  Year Built: 1915,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 3,153 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 164,  Facility Carried by Structure: MNRR HA LINE
Minimum Vertical Clearance: 3.99m (13.09ft),  Kilometerpoint: 0.148,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.9m (25.9ft)