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

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Structure Number: 100559,  Location: RT 9 2.7 MI S OF ROUND LK (Lat: 42.902733,  Lng: -73.774314),  Route carried "on" structure: US 9,  Year Built: 1960,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 12,868 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,776 (year 2027),  Features Intersected: DWAAS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.421,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 76.0 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $475,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $758,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1032851,  Location: IN CLIFTON PARK (Lat: 42.862336,  Lng: -73.775367),  Route carried "on" structure: Interstate 87,  Year Built: 1958,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 87,033 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 136,355 (year 2025),  Features Intersected: RTE 146
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.957,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,996,000,  Roadway Improvement Cost: $1,187,000,  Total Project Cost: $3,183,000 ( 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: 1032852,  Location: IN CLIFTON PARK (Lat: 42.862356,  Lng: -73.775053),  Route carried "on" structure: Interstate 87,  Year Built: 1958,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 20,397 (year 1999),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,956 (year 2019),  Design Load: H 20,  Features Intersected: RTE 146
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.957,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,996,000,  Roadway Improvement Cost: $1,187,000,  Total Project Cost: $3,183,000 ( 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: 10332,  Location: JCT I87 & COUNTY ROAD 91 (Lat: 42.839992,  Lng: -73.771772),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 10.78m (35.37ft),  Average Daily Traffic: 13,538 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,437 (year 2027),  Design Load: HS 20,  Features Intersected: RTE I87,  Facility Carried by Structure: GROOMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.6m (175.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.78m (35.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $2,189,000,  Roadway Improvement Cost: $1,270,000,  Total Project Cost: $3,459,000 ( 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: 103321,  Location: 0.7 MI S JCT I87 & RT 146 (Lat: 42.852808,  Lng: -73.773694),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.93m (32.58ft),  Average Daily Traffic: 11,436 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,515 (year 2021),  Design Load: HS 20,  Features Intersected: RTE I87, 87I NORTHBOUND,  Facility Carried by Structure: SITTERLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.93m (32.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $2,302,000,  Roadway Improvement Cost: $1,335,000,  Total Project Cost: $3,637,000 ( 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: 103323,  Location: JCT-87I&CR109 (Lat: 42.889153,  Lng: -73.779542),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 11.86m (38.91ft),  Average Daily Traffic: 5,414 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,103 (year 2022),  Design Load: HS 25,  Features Intersected: RTE I87,  Facility Carried by Structure: KINNS RD CR109
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: 10.2m (33.5ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 59.0m (193.6ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.86m (38.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $2,302,000,  Roadway Improvement Cost: $1,335,000,  Total Project Cost: $3,637,000 ( 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: 1033241,  Location: 0.2 MI N JCT I87 & CR 109 (Lat: 42.892258,  Lng: -73.780328),  Route carried "on" structure: Interstate 87,  Year Built: 1958,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 80,835 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 126,644 (year 2026),  Design Load: H 20,  Features Intersected: DWAAS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.676,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 72.5 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $499,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1033242,  Location: 0.2 MI N JCT I87 & CR 109 (Lat: 42.892283,  Lng: -73.779706),  Route carried "on" structure: Interstate 87,  Year Built: 1958,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 80,835 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 126,644 (year 2026),  Design Load: H 20,  Features Intersected: DWAAS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.676,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 72.5 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: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $319,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $509,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1033251,  Location: 0.2 MI S I87 & USHERS RD (Lat: 42.899561,  Lng: -73.784231),  Route carried "on" structure: Interstate 87,  Year Built: 2000,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 40,418 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 63,323 (year 2026),  Design Load: HS 25,  Features Intersected: DELAWARE & HUDSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.666,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 68.0 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $319,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $509,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1033252,  Location: 0.2 MI S I87 & USHERS RD (Lat: 42.899825,  Lng: -73.783575),  Route carried "on" structure: Interstate 87,  Year Built: 2000,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 40,418 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 63,323 (year 2026),  Design Load: HS 25,  Features Intersected: DELAWARE & HUDSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.666,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 68.0 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $319,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $509,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 103326,  Location: JCT I87 & USHERS ROAD (Lat: 42.902678,  Lng: -73.786747),  Route carried "on" structure: Other road 822,  Year Built: 1999,  Status: Open,  Structure Length: 11.33m (37.17ft),  Average Daily Traffic: 9,371 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,070 (year 2026),  Design Load: HS 25,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.105,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 55.7m (182.7ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 80.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 11.33m (37.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $319,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $509,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 103839,  Location: JCT SH 146A AND D & H RR (Lat: 42.892567,  Lng: -73.825400),  Route carried "on" structure: Bypass State highway 146A,  Year Built: 1993,  Status: Open,  Structure Length: 11.27m (36.98ft),  Average Daily Traffic: 8,155 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,777 (year 2026),  Design Load: HS 25,  Features Intersected: DELAWARE & HUDSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.824,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.1m (157.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 55.3 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.27m (36.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,795,000,  Roadway Improvement Cost: $1,068,000,  Total Project Cost: $2,863,000 ( 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: 105415,  Location: JCT RTS I87 & CR 92 (Lat: 42.819833,  Lng: -73.767714),  Route carried "on" structure: County highway 819,  Year Built: 1997,  Status: Open,  Structure Length: 11.24m (36.88ft),  Average Daily Traffic: 9,600 (year 1994),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,365 (year 2014),  Design Load: HS 25,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 56.0m (183.7ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.24m (36.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $3,406,000,  Roadway Improvement Cost: $1,976,000,  Total Project Cost: $5,382,000 ( 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: 220257,  Location: 1.5 MI S BALLSTON LAKE (Lat: 42.889319,  Lng: -73.874989),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 4,100 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,921 (year 2016),  Features Intersected: DELAWARE & HUDSON,  Facility Carried by Structure: ASHDOWN 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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $512,000,  Roadway Improvement Cost: $297,000,  Total Project Cost: $809,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 225998,  Location: 0.5 MI E OF ELNORA (Lat: 42.890258,  Lng: -73.808533),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,312 ,  Features Intersected: COOLEY KILL,  Facility Carried by Structure: CARLTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 51.6 metric tons,  Inventory Rating: 22.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $239,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226932,  Location: 0.1 M N KINNS RD INTRSCTN (Lat: 42.890986,  Lng: -73.784447),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 131 ,  Design Load: HS 20,  Features Intersected: DWAAS KILL,  Facility Carried by Structure: PIERCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township 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: 6.7m (22.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $220,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226933,  Location: 0.4 M W RTE 146A INTRSCTN (Lat: 42.903408,  Lng: -73.842894),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 131 ,  Design Load: HS 20,  Features Intersected: COOLEY KILL TRIB,  Facility Carried by Structure: TANNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: Toll bridge,  Owner: Town or Township 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: 6.7m (22.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $220,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 330468,  Location: 4.5 MI S JCT SH 146 & 146 (Lat: 42.803247,  Lng: -73.826061),  Route carried "on" structure: County highway ,  Year Built: 1936,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 585 (year 1977),  Truck Traffic: 6%,  Average Future Daily Traffic: 845 (year 1997),  Design Load: HS 25,  Features Intersected: STONY CREEK,  Facility Carried by Structure: CR90 VISCHER FERR
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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 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 minimum criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $290,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $462,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1032851,  Location: IN CLIFTON PARK (Lat: 42.862336,  Lng: -73.775367),  Route carried "under" structure: State highway 146,  Year Built: 1958,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 26,932 (year 2002),  Truck Traffic: 7%,  Features Intersected: RTE 146,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 11.215,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 1032852,  Location: IN CLIFTON PARK (Lat: 42.862356,  Lng: -73.775053),  Route carried "under" structure: State highway 146,  Year Built: 1958,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 35,514 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 146,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 11.247,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 10332,  Location: JCT I87 & COUNTY ROAD 91 (Lat: 42.839992,  Lng: -73.771772),  Route carried "under" structure: Interstate 87,  Year Built: 1993,  Structure Length: 10.78m (35.37ft),  Average Daily Traffic: 92,035 (year 2005),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: GROOMS ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 5.487,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.6m (175.9ft)

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Structure Number: 103321,  Location: 0.7 MI S JCT I87 & RT 146 (Lat: 42.852808,  Lng: -73.773694),  Route carried "under" structure: Interstate 87,  Year Built: 1958,  Structure Length: 9.93m (32.58ft),  Average Daily Traffic: 40,795 (year 1999),  Truck Traffic: 8%,  Features Intersected: RTE I87, 87I NORTHBOUND,  Facility Carried by Structure: SITTERLY ROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 6.919,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 103321,  Location: 0.7 MI S JCT I87 & RT 146 (Lat: 42.852808,  Lng: -73.773694),  Route carried "under" structure: Interstate ,  Year Built: 1958,  Structure Length: 9.93m (32.58ft),  Average Daily Traffic: 40,795 (year 1999),  Truck Traffic: 27%,  Features Intersected: RTE I87, 87I NORTHBOUND,  Facility Carried by Structure: SITTERLY ROAD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 103323,  Location: JCT-87I&CR109 (Lat: 42.889153,  Lng: -73.779542),  Route carried "under" structure: Interstate 87,  Year Built: 2006,  Structure Length: 11.86m (38.91ft),  Average Daily Traffic: 80,835 (year 2006),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: KINNS RD CR109
Minimum Vertical Clearance: 5.17m (16.96ft),  Kilometerpoint: 11.006,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.0m (193.6ft)

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Structure Number: 103326,  Location: JCT I87 & USHERS ROAD (Lat: 42.902678,  Lng: -73.786747),  Route carried "under" structure: Interstate 87,  Year Built: 1999,  Structure Length: 11.33m (37.17ft),  Average Daily Traffic: 80,835 (year 2006),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: RTE 822
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 12.647,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.7m (182.7ft)

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Structure Number: 105415,  Location: JCT RTS I87 & CR 92 (Lat: 42.819833,  Lng: -73.767714),  Route carried "under" structure: Interstate 87,  Year Built: 1997,  Structure Length: 11.24m (36.88ft),  Average Daily Traffic: 92,035 (year 2005),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: RTE 819
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 3.234,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.0m (183.7ft)

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Structure Number: 70056,  Location: 0.1 MI S RT 9 & USHERS RD (Lat: 42.904050,  Lng: -73.776456),  Route carried "under" structure: US 9,  Year Built: 1961,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 12,868 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 9,  Facility Carried by Structure: B&M RR & D&H RR
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 10.459,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 700561,  Location: 0.7 MI S OF ROUND LAKE (Lat: 42.927136,  Lng: -73.791800),  Route carried "under" structure: US 9,  Year Built: 1960,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 7,212 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 9,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 13.435,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.2m (59.7ft)