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

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Structure Number: 101661,  Location: JCT RTS 116 & I684 (Lat: 41.326467,  Lng: -73.658169),  Route carried "on" structure: State highway 116,  Year Built: 1974,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 6,645 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,303 (year 2025),  Design Load: HS 20,  Features Intersected: RTE I684
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.097,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.48m (17.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,856,000,  Roadway Improvement Cost: $1,105,000,  Total Project Cost: $2,961,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1016629,  Location: .1 MI N JCT I684 & SH 116 (Lat: 41.327217,  Lng: -73.658406),  Route carried "on" structure: Interstate 684,  Year Built: 1962,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 76,067 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 106,494 (year 2027),  Design Load: HS 20,  Features Intersected: W B TITICUS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.278,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 36.5m (119.8ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,856,000,  Roadway Improvement Cost: $1,105,000,  Total Project Cost: $2,961,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 101663,  Location: 0.4 MI N JCT RTS I684+116 (Lat: 41.332367,  Lng: -73.658947),  Route carried "on" structure: Interstate 684,  Year Built: 1962,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 76,067 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 106,494 (year 2027),  Design Load: H 20,  Features Intersected: RTE 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.288,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 37.7m (123.7ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.1 metric tons,  Inventory Rating: 27.2 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $1,246,000,  Roadway Improvement Cost: $741,000,  Total Project Cost: $1,987,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101737,  Location: JCT OF RTS 22 + 116 (Lat: 41.327028,  Lng: -73.656056),  Route carried "on" structure: State highway 22,  Year Built: 1977,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 7,928 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,099 (year 2026),  Design Load: HS 20,  Features Intersected: TITICUS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.444,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $602,000,  Roadway Improvement Cost: $358,000,  Total Project Cost: $960,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103709,  Location: 0.2 MI W JCT RTS 116+I684 (Lat: 41.326497,  Lng: -73.662364),  Route carried "on" structure: State highway 116,  Year Built: 1973,  Status: Open,  Structure Length: 8.68m (28.48ft),  Average Daily Traffic: 6,645 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,303 (year 2025),  Design Load: HS 20,  Features Intersected: CROTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.807,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.68m (28.48ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2006,  Underwater Inspection Date: June 2003,  Bridge Improvement Cost: $647,000,  Roadway Improvement Cost: $385,000,  Total Project Cost: $1,032,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 10371,  Location: 0.1 MI W JCT RTS 116+I684 (Lat: 41.326464,  Lng: -73.659403),  Route carried "on" structure: State highway 116,  Year Built: 1974,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 6,645 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,303 (year 2025),  Design Load: HS 20,  Features Intersected: MNRR HA LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.023,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.4m (135.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $647,000,  Roadway Improvement Cost: $385,000,  Total Project Cost: $1,032,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103713,  Location: 0.1 MI N JCT RTS I684+116 (Lat: 41.334883,  Lng: -73.558056),  Route carried "on" structure: State highway 116,  Year Built: 1957,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 4,200 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,880 (year 2025),  Design Load: H 20,  Features Intersected: TITICUS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.852,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.6 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: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $647,000,  Roadway Improvement Cost: $385,000,  Total Project Cost: $1,032,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103744,  Location: 3.0 MI S JCT RTS 121+116 (Lat: 41.326778,  Lng: -73.581342),  Route carried "on" structure: State highway 121,  Year Built: 1958,  Status: Open,  Structure Length: 2.46m (8.07ft),  Average Daily Traffic: 3,727 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,218 (year 2025),  Design Load: H 20,  Features Intersected: TITICUS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.044,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.46m (8.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $559,000,  Roadway Improvement Cost: $333,000,  Total Project Cost: $892,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103748,  Location: .1 MI S JCT SH121 & SH116 (Lat: 41.325828,  Lng: -73.590456),  Route carried "on" structure: County highway ,  Year Built: 1925,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 14 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 20 (year 2016),  Features Intersected: TITICUS RIVER,  Facility Carried by Structure: COUNTY ROAD 310
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.8 metric tons,  Inventory Rating: 24.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $559,000,  Roadway Improvement Cost: $333,000,  Total Project Cost: $892,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105318,  Location: EXIT 8 OF I684-CROTON FLS (Lat: 41.347083,  Lng: -73.650383),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 10,177 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,248 (year 2017),  Design Load: HS 20,  Features Intersected: RTE I684,  Facility Carried by Structure: HARDSCRABBLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.24m (33.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $3,755,000,  Roadway Improvement Cost: $2,179,000,  Total Project Cost: $5,934,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1053191,  Location: 4.7 MI N JCT RTS I684+138 (Lat: 41.354861,  Lng: -73.640719),  Route carried "on" structure: Interstate 684,  Year Built: 1964,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 38,034 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 53,248 (year 2027),  Design Load: H 20,  Features Intersected: GUINEA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.882,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 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: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $3,755,000,  Roadway Improvement Cost: $2,179,000,  Total Project Cost: $5,934,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1053192,  Location: 4.7 MI N JCT RTS I684+138 (Lat: 41.354861,  Lng: -73.640719),  Route carried "on" structure: Interstate 684,  Year Built: 1964,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 38,034 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 53,248 (year 2027),  Design Load: H 20,  Features Intersected: GUINEA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.882,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $3,755,000,  Roadway Improvement Cost: $2,179,000,  Total Project Cost: $5,934,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 107755,  Location: .5 MI N JCT SH 138 & I684 (Lat: 41.303414,  Lng: -73.674744),  Route carried "on" structure: Interstate 684,  Year Built: 1972,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 59,587 (year 1996),  Truck Traffic: 18%,  Average Future Daily Traffic: 93,826 (year 2016),  Features Intersected: MUSCOOT RES OUTLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 73.9 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2006,  Underwater Inspection Date: October 2004,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $561,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 109544,  Location: JCT.RTE 138 & I684 (Lat: 41.295483,  Lng: -73.677103),  Route carried "on" structure: State highway 138,  Year Built: 1976,  Status: Open,  Structure Length: 12.52m (41.08ft),  Average Daily Traffic: 8,393 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,750 (year 2026),  Design Load: HS 20,  Features Intersected: RTE I684, MNRR HA LINE,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.801,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.52m (41.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $4,213,000,  Roadway Improvement Cost: $2,445,000,  Total Project Cost: $6,658,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226248,  Location: 4.8 MI E OF CROTON FALLS (Lat: 41.334561,  Lng: -73.570419),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 415 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 581 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: TITICUS RIVER,  Facility Carried by Structure: KEELER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $116,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $185,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226249,  Location: 5.4 MI E OF CROTON FALLS (Lat: 41.335169,  Lng: -73.552683),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 1996,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 200 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 280 ,  Design Load: HS 20,  Features Intersected: TITICUS RIVER,  Facility Carried by Structure: NORTON LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 91.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $136,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 226535,  Location: E OF SALEM CTR OFF RT 116 (Lat: 41.328539,  Lng: -73.599325),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 600 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 798 (year 2020),  Features Intersected: TITICUS CREEK,  Facility Carried by Structure: MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 80.6 metric tons,  Inventory Rating: 40.8 metric tons,  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 minimum criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $221,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $353,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334858,  Location: AT CROTON FALLS (Lat: 41.350611,  Lng: -73.664717),  Route carried "on" structure: County highway ,  Year Built: 1908,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 7,137 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,352 (year 2016),  Features Intersected: CROTON RIVER,  Facility Carried by Structure: CROTON FALLS ROAD
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: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 55.7 metric tons,  Inventory Rating: 18.0 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $645,000,  Roadway Improvement Cost: $384,000,  Total Project Cost: $1,029,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101661,  Location: JCT RTS 116 & I684 (Lat: 41.326467,  Lng: -73.658169),  Route carried "under" structure: Interstate 684,  Year Built: 1974,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 76,067 (year 2007),  Truck Traffic: 18%,  Features Intersected: RTE I684,  Facility Carried by Structure: RTE 116
Minimum Vertical Clearance: 6.98m (22.90ft),  Kilometerpoint: 35.993,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 101663,  Location: 0.4 MI N JCT RTS I684+116 (Lat: 41.332367,  Lng: -73.658947),  Route carried "under" structure: Alternate State highway 22,  Year Built: 1962,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 7,928 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 22,  Facility Carried by Structure: RTE I684
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 39.131,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 10.3m (33.8ft)

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Structure Number: 105318,  Location: EXIT 8 OF I684-CROTON FLS (Lat: 41.347083,  Lng: -73.650383),  Route carried "under" structure: Interstate 684,  Year Built: 1967,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 76,067 (year 2007),  Truck Traffic: 18%,  Features Intersected: RTE I684,  Facility Carried by Structure: HARDSCRABBLE ROAD
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 38.503,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 109544,  Location: JCT.RTE 138 & I684 (Lat: 41.295483,  Lng: -73.677103),  Route carried "under" structure: State highway 22,  Year Built: 1976,  Structure Length: 12.52m (41.08ft),  Average Daily Traffic: 5,459 (year 2005),  Truck Traffic: 6%,  Features Intersected: RTE I684, MNRR HA LINE,,  Facility Carried by Structure: RTE 138
Minimum Vertical Clearance: 8.99m (29.49ft),  Kilometerpoint: 34.384,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 109544,  Location: JCT.RTE 138 & I684 (Lat: 41.295483,  Lng: -73.677103),  Route carried "under" structure: Interstate 684,  Year Built: 1976,  Structure Length: 12.52m (41.08ft),  Average Daily Traffic: 77,909 (year 2002),  Truck Traffic: 18%,  Features Intersected: RTE I684, MNRR HA LINE,,  Facility Carried by Structure: RTE 138
Minimum Vertical Clearance: 8.99m (29.49ft),  Kilometerpoint: 32.035,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 701665,  Location: JCT RR&RTE 22 CROTON FALL (Lat: 41.347208,  Lng: -73.661856),  Route carried "under" structure: State highway 22,  Year Built: 1915,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 8,046 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 22,  Facility Carried by Structure: MNRR HA LINE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 4.119,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 701666,  Location: 0.34MI NE JCT RTS 22&202 (Lat: 41.354183,  Lng: -73.661439),  Route carried "under" structure: State highway 22,  Year Built: 1940,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 7,571 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 22,  Facility Carried by Structure: MNRR HA LINE
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.048,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.4m (30.8ft)