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

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Structure Number: 100663,  Location: 0.6 MI N JCT 9L & HICKSRD (Lat: 43.358342,  Lng: -73.620006),  Route carried "on" structure: Alternate State highway 9L,  Year Built: 1923,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 5,509 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,956 (year 2026),  Features Intersected: HALFWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.576,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $197,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $314,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100664,  Location: 4.8 MI NE JCT RTES 9 & 9L (Lat: 43.442144,  Lng: -73.653253),  Route carried "on" structure: Alternate State highway 9L,  Year Built: 1931,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,918 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,466 (year 2020),  Features Intersected: INLET TO DUNHAMS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.431,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Serious,  Channel: Good,  Operating Rating: 69.9 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: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2007,  Underwater Inspection Date: May 2005,  Bridge Improvement Cost: $155,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $247,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1033461,  Location: JCT I87 & CR 28 (Lat: 43.297408,  Lng: -73.679092),  Route carried "on" structure: Interstate 87,  Year Built: 1960,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 41,031 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 64,283 (year 2025),  Design Load: H 20,  Features Intersected: CORINTH RD-C R 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.889,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $1,291,000,  Roadway Improvement Cost: $768,000,  Total Project Cost: $2,059,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1033462,  Location: JCT I87 & CR 28 (Lat: 43.297450,  Lng: -73.678817),  Route carried "on" structure: Interstate 87,  Year Built: 1960,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 4,660 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,301 (year 2018),  Design Load: H 20,  Features Intersected: CORINTH RD-C R 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.889,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $1,291,000,  Roadway Improvement Cost: $768,000,  Total Project Cost: $2,059,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1033471,  Location: JCT I87 & LUZERNE RD (Lat: 43.302325,  Lng: -73.677728),  Route carried "on" structure: Interstate 87,  Year Built: 1960,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 21,489 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,667 (year 2027),  Design Load: H 20,  Features Intersected: LUZERNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.656,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 72.6 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,291,000,  Roadway Improvement Cost: $768,000,  Total Project Cost: $2,059,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1033472,  Location: JCT I87 & LUZERNE RD (Lat: 43.302358,  Lng: -73.677411),  Route carried "on" structure: Interstate 87,  Year Built: 1960,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 21,489 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,667 (year 2027),  Design Load: H 20,  Features Intersected: LUZERNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.656,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.6 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: 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: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,572,000,  Roadway Improvement Cost: $935,000,  Total Project Cost: $2,507,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103348,  Location: JCT I87 & SHERMAN AVE (Lat: 43.308994,  Lng: -73.675733),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 5,515 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,103 (year 2026),  Design Load: H 20,  Features Intersected: RTE I87,  Facility Carried by Structure: SHERMAN AVE
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: 10.6m (34.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.76m (22.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,563,000,  Roadway Improvement Cost: $929,000,  Total Project Cost: $2,492,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1033491,  Location: 1 MI S JCT I87 & 254 (Lat: 43.317189,  Lng: -73.675717),  Route carried "on" structure: Interstate 87,  Year Built: 1960,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 21,489 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,667 (year 2027),  Design Load: H 20,  Features Intersected: DIXON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.656,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,284,000,  Roadway Improvement Cost: $764,000,  Total Project Cost: $2,048,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1033492,  Location: 1 MI S JCT I87 & SH 254 (Lat: 43.317178,  Lng: -73.675172),  Route carried "on" structure: Interstate 87,  Year Built: 1960,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 21,489 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,667 (year 2027),  Design Load: H 20,  Features Intersected: DIXON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.656,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,286,000,  Roadway Improvement Cost: $765,000,  Total Project Cost: $2,051,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 10335,  Location: EXIT 19 OF I87 (Lat: 43.329731,  Lng: -73.683961),  Route carried "on" structure: State highway 254,  Year Built: 1998,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 20,738 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,425 (year 2022),  Design Load: HS 25,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.214,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.5m (142.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.87m (29.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $1,286,000,  Roadway Improvement Cost: $765,000,  Total Project Cost: $2,051,000 ( 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: 103351,  Location: 2.4 MI N JCT I87 & 254 (Lat: 43.359203,  Lng: -73.704511),  Route carried "on" structure: County highway 149,  Year Built: 1960,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 11,539 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,147 (year 2022),  Design Load: H 20,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.980,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 52.6 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,077,000,  Roadway Improvement Cost: $641,000,  Total Project Cost: $1,718,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109586,  Location: 2.5 MI N JCT I87 & 254 (Lat: 43.359100,  Lng: -73.703428),  Route carried "on" structure: State highway 149,  Year Built: 1960,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 11,539 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,147 (year 2022),  Design Load: H 20,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.061,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  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: Meets minimum limits,  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: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $986,000,  Roadway Improvement Cost: $586,000,  Total Project Cost: $1,572,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 336032,  Location: 1 MI E JCT US 9 & SH 254 (Lat: 43.332703,  Lng: -73.653058),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 9,149 (year 1983),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,784 (year 2003),  Design Load: HS 20,  Features Intersected: HALFWAY CREEK,  Facility Carried by Structure: COUNTY ROAD 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 74.0 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $462,000,  Roadway Improvement Cost: $275,000,  Total Project Cost: $737,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 406061,  Location: JCT RTE 254 & FEEDER C (Lat: 43.310664,  Lng: -73.607517),  Route carried "on" structure: State highway 254,  Year Built: 1952,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 11,923 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,357 (year 2027),  Design Load: H 20,  Features Intersected: GLNS FLS FDR CANL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.845,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 55.4 metric tons,  Inventory Rating: 14.3 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $904,000,  Roadway Improvement Cost: $540,000,  Total Project Cost: $1,444,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 441705,  Location: .2 MI W JCT SH 32 & SH254 (Lat: 43.309611,  Lng: -73.617106),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load-capacity,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,312 ,  Features Intersected: FEEDER CANAL,  Facility Carried by Structure: BRAYTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.9m (12.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 3.3m (10.8ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Channel: Very good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $182,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: 441706,  Location: .1 MI S JCT CR 75 & CR 79 (Lat: 43.312689,  Lng: -73.596061),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 698 (year 1983),  Truck Traffic: 6%,  Average Future Daily Traffic: 916 (year 2003),  Design Load: HS 25,  Features Intersected: FEEDER CANAL,  Facility Carried by Structure: WARREN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $339,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $541,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1033461,  Location: JCT I87 & CR 28 (Lat: 43.297408,  Lng: -73.679092),  Route carried "under" structure: County highway ,  Year Built: 1960,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 4,000 (year 2007),  Truck Traffic: 7%,  Features Intersected: CORINTH RD-C R 28,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 1033462,  Location: JCT I87 & CR 28 (Lat: 43.297450,  Lng: -73.678817),  Route carried "under" structure: County highway ,  Year Built: 1960,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 4,000 (year 2007),  Truck Traffic: 7%,  Features Intersected: CORINTH RD-C R 28,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 1033471,  Location: JCT I87 & LUZERNE RD (Lat: 43.302325,  Lng: -73.677728),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 8,682 (year 2006),  Truck Traffic: 6%,  Features Intersected: LUZERNE ROAD,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.8m (61.7ft)

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Structure Number: 1033472,  Location: JCT I87 & LUZERNE RD (Lat: 43.302358,  Lng: -73.677411),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 8,682 (year 2006),  Truck Traffic: 6%,  Features Intersected: LUZERNE ROAD,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.8m (61.7ft)

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Structure Number: 103348,  Location: JCT I87 & SHERMAN AVE (Lat: 43.308994,  Lng: -73.675733),  Route carried "under" structure: Interstate 87,  Year Built: 1960,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 42,977 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: SHERMAN AVE
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 5.197,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1033491,  Location: 1 MI S JCT I87 & 254 (Lat: 43.317189,  Lng: -73.675717),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 6,588 (year 2006),  Truck Traffic: 6%,  Features Intersected: DIXON ROAD,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 1033492,  Location: 1 MI S JCT I87 & SH 254 (Lat: 43.317178,  Lng: -73.675172),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 6,588 (year 2006),  Truck Traffic: 6%,  Features Intersected: DIXON RD,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 10335,  Location: EXIT 19 OF I87 (Lat: 43.329731,  Lng: -73.683961),  Route carried "under" structure: Interstate 87,  Year Built: 1998,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 9,321 (year 1998),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: RTE 254
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 7.675,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.5m (142.7ft)

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Structure Number: 103351,  Location: 2.4 MI N JCT I87 & 254 (Lat: 43.359203,  Lng: -73.704511),  Route carried "under" structure: Interstate 87,  Year Built: 1960,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 9,321 (year 1998),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: RTE 149
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 11.376,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 109586,  Location: 2.5 MI N JCT I87 & 254 (Lat: 43.359100,  Lng: -73.703428),  Route carried "under" structure: Interstate 87,  Year Built: 1960,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 9,321 (year 1998),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: RTE 149
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.136,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

Structure Number: 227022,  Location: 0.7 Mi SE Exit 20 I-87,  Route carried "under" structure: US ,  Year Built: 2006,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 13,868 (year 2002),  Truck Traffic: 7%,  Features Intersected: 9 9 17102025,  Facility Carried by Structure: Pedestrian Bridge
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 336699,  Location: .25 MI.E.JCT.RTE.9&149 (Lat: 43.369919,  Lng: -73.695089),  Route carried "under" structure: State highway 149,  Year Built: 1981,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 6,878 (year 2006),  Truck Traffic: 7%,  Features Intersected: RTE 149,  Facility Carried by Structure: BIKE PATH & PEDES
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1.271,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 27.4m (89.9ft)