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

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Structure Number: 10059,  Location: RT 9 5.5 MI N OF LEWIS (Lat: 44.351675,  Lng: -73.543850),  Route carried "on" structure: US 9,  Year Built: 1964,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 781 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,004 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: N BR BOUQUET RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.146,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  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: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 82.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,041,000,  Roadway Improvement Cost: $616,000,  Total Project Cost: $1,657,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1033761,  Location: RT I87 2.6 MI N EXIT 31 (Lat: 44.245667,  Lng: -73.501925),  Route carried "on" structure: Interstate 87,  Year Built: 1965,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 8,476 (year 2005),  Truck Traffic: 27%,  Average Future Daily Traffic: 13,342 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: BLACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.467,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,851,000,  Roadway Improvement Cost: $1,095,000,  Total Project Cost: $2,946,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1033762,  Location: RT I87 2.6 MI N EXIT 31 (Lat: 44.245928,  Lng: -73.501617),  Route carried "on" structure: Interstate 87,  Year Built: 1965,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 8,476 (year 2005),  Truck Traffic: 27%,  Average Future Daily Traffic: 13,342 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: BLACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.467,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,851,000,  Roadway Improvement Cost: $1,095,000,  Total Project Cost: $2,946,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1033771,  Location: RT I87 2.8 MI N EXIT 31 (Lat: 44.248994,  Lng: -73.502206),  Route carried "on" structure: Interstate 87,  Year Built: 1965,  Status: Open,  Structure Length: 11.24m (36.88ft),  Average Daily Traffic: 8,476 (year 2005),  Truck Traffic: 27%,  Average Future Daily Traffic: 13,342 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: LEWIS-WADHAMS RD, BOUQUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.430,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 85.3 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.24m (36.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $2,421,000,  Roadway Improvement Cost: $1,404,000,  Total Project Cost: $3,825,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1033772,  Location: RT I87 2.8 MI N EXIT 31 (Lat: 44.249003,  Lng: -73.501942),  Route carried "on" structure: Interstate 87,  Year Built: 1965,  Status: Open,  Structure Length: 11.91m (39.07ft),  Average Daily Traffic: 8,476 (year 2005),  Truck Traffic: 27%,  Average Future Daily Traffic: 13,342 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: LEWIS-WADHAMS RD, BOUQUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.427,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 85.3 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.91m (39.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $2,565,000,  Roadway Improvement Cost: $1,488,000,  Total Project Cost: $4,053,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103378,  Location: 4.7 MI N JCT RTS I87 & 9N (Lat: 44.271969,  Lng: -73.521158),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 273 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 358 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: RTE I87,  Facility Carried by Structure: HYDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.6m (116.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $2,565,000,  Roadway Improvement Cost: $1,488,000,  Total Project Cost: $4,053,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1033791,  Location: 5.7 MI N JCT RTS I87 & 9N (Lat: 44.284239,  Lng: -73.531889),  Route carried "on" structure: Interstate 87,  Year Built: 1965,  Status: Open,  Structure Length: 3.07m (10.07ft),  Average Daily Traffic: 8,476 (year 2005),  Truck Traffic: 27%,  Average Future Daily Traffic: 13,342 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SPRUCE MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.885,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $2,565,000,  Roadway Improvement Cost: $1,488,000,  Total Project Cost: $4,053,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1033792,  Location: 5.7 MI JCT RTS I8787 & 9N (Lat: 44.284461,  Lng: -73.531439),  Route carried "on" structure: Interstate 87,  Year Built: 1965,  Status: Open,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 8,476 (year 2005),  Truck Traffic: 27%,  Average Future Daily Traffic: 13,342 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SPRUCE MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.885,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $2,565,000,  Roadway Improvement Cost: $1,488,000,  Total Project Cost: $4,053,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10338,  Location: I87 REST AREA RAMP LEWIS (Lat: 44.285331,  Lng: -73.529903),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1966,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 4,850 (year 1979),  Truck Traffic: 27%,  Average Future Daily Traffic: 7,634 (year 1999),  Design Load: HS 20+Mod,  Features Intersected: SPRUCE MILL BROOK,  Facility Carried by Structure: I-87 NB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 228.912,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  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: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $958,000,  Roadway Improvement Cost: $567,000,  Total Project Cost: $1,525,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1033821,  Location: 1.5 MI N EXIT 32 OF I87 (Lat: 44.308244,  Lng: -73.529700),  Route carried "on" structure: Interstate 87,  Year Built: 1965,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 8,809 (year 2005),  Truck Traffic: 27%,  Average Future Daily Traffic: 13,866 (year 2025),  Features Intersected: N B BOUQUET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.110,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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: 41.1m (134.8ft),  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: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Serious,  Channel: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.85m (35.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $2,335,000,  Roadway Improvement Cost: $1,355,000,  Total Project Cost: $3,690,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1033822,  Location: 1.5 MI N EXIT 32 OF I87 (Lat: 44.308347,  Lng: -73.530128),  Route carried "on" structure: Interstate 87,  Year Built: 1965,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 8,809 (year 2005),  Truck Traffic: 27%,  Average Future Daily Traffic: 13,866 (year 2025),  Features Intersected: N B BOUQUET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.115,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.4m (122.7ft),  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: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.78m (32.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $2,106,000,  Roadway Improvement Cost: $1,222,000,  Total Project Cost: $3,328,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10542,  Location: 5.9 MI N JCT RTS I87 & 9N (Lat: 44.285983,  Lng: -73.531714),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 8.01m (26.28ft),  Average Daily Traffic: 1,840 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,366 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: RTE I87,  Facility Carried by Structure: GARVEY MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  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: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  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: 8.01m (26.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,725,000,  Roadway Improvement Cost: $1,026,000,  Total Project Cost: $2,751,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105421,  Location: 8.6 MI N JCT RTS I87 & 9N (Lat: 44.326106,  Lng: -73.530006),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 12.52m (41.08ft),  Average Daily Traffic: 250 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 328 ,  Features Intersected: RTE I87,  Facility Carried by Structure: DEERHEAD REBER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 75.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.52m (41.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $2,376,000,  Roadway Improvement Cost: $1,378,000,  Total Project Cost: $3,754,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1069,  Location: JCT I87 & HYDE RD (Lat: 44.272194,  Lng: -73.520433),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 273 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 358 (year 2023),  Design Load: H 20,  Features Intersected: RTE I87,  Facility Carried by Structure: HYDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.6m (116.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,647,000,  Roadway Improvement Cost: $980,000,  Total Project Cost: $2,627,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 330162,  Location: 3 MI SE OF LEWIS (Lat: 44.248092,  Lng: -73.519794),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 131 ,  Design Load: HS 20,  Features Intersected: BOQUET RIVER,  Facility Carried by Structure: LEE BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.71m (12.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $681,000,  Roadway Improvement Cost: $405,000,  Total Project Cost: $1,086,000 ( 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: 330223,  Location: 7MI N OF VILLAGE OF LEWIS (Lat: 44.360603,  Lng: -73.550247),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Posted for load-capacity,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 50 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 66 ,  Features Intersected: N.BR.BOQUET RIVER,  Facility Carried by Structure: TROUT POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $870,000,  Roadway Improvement Cost: $520,000,  Total Project Cost: $1,390,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330224,  Location: 4 MI.NE VILLAGE OF LEWIS (Lat: 44.314031,  Lng: -73.518103),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 57 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 75 (year 2021),  Features Intersected: N BR BOQUET RIVER,  Facility Carried by Structure: CROWNING SHIED RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 76.4 metric tons,  Inventory Rating: 32.6 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: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $213,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $340,000 ( Estimate for 2007)

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Structure Number: 330225,  Location: 2.5MI NE VILLAGE OF LEWIS (Lat: 44.286572,  Lng: -73.521861),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 335 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 440 (year 2023),  Design Load: H 20,  Features Intersected: SPRUCE MILL BROOK,  Facility Carried by Structure: REDMOND 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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 72.6 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $306,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330226,  Location: 1 MILES EAST OF LEWIS (Lat: 44.270364,  Lng: -73.549506),  Route carried "on" structure: County highway ,  Year Built: 1910,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 321 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 365 (year 2023),  Features Intersected: SPRUCE MILL BROOK,  Facility Carried by Structure: LEWIS-WADHAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 7.9m (25.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $233,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330228,  Location: 3.0 MI NE OF LEWIS (Lat: 44.292575,  Lng: -73.505522),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 131 ,  Features Intersected: SPRUCE MILL BROOK,  Facility Carried by Structure: MASON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.6m (11.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Serious,  Channel: Good,  Operating Rating: 58.1 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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $141,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 330229,  Location: 4 MI NE VILLAGE OF LEWIS (Lat: 44.328003,  Lng: -73.534017),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Posted for load-capacity,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 193 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 253 (year 2021),  Features Intersected: BOUQUET RIVER,  Facility Carried by Structure: DEERHEAD REBER RD
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),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Underwater Inspection Date: October 1998,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $168,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330262,  Location: 4 MI E OF EXIT 32 OFF I87 (Lat: 44.305072,  Lng: -73.488739),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 880 (year 2001),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,132 (year 2021),  Design Load: HS 20,  Features Intersected: SPRUCE MILL BROOK,  Facility Carried by Structure: STOWERSVILLE CR12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 72.4 metric tons,  Inventory Rating: 31.4 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: 0.83m (2.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $162,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $258,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330263,  Location: .5 MI E LEWIS (Lat: 44.271003,  Lng: -73.557328),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 321 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 365 (year 2023),  Features Intersected: BRANCH BROOK,  Facility Carried by Structure: LEWIS-WADHAM CR10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.5 metric tons,  Inventory Rating: 28.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $312,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103378,  Location: 4.7 MI N JCT RTS I87 & 9N (Lat: 44.271969,  Lng: -73.521158),  Route carried "under" structure: Interstate 87,  Year Built: 1965,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 8,476 (year 2005),  Truck Traffic: 27%,  Features Intersected: RTE I87,  Facility Carried by Structure: HYDE ROAD
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 66.146,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 10542,  Location: 5.9 MI N JCT RTS I87 & 9N (Lat: 44.285983,  Lng: -73.531714),  Route carried "under" structure: Interstate 87,  Year Built: 1965,  Structure Length: 8.01m (26.28ft),  Average Daily Traffic: 8,809 (year 2005),  Truck Traffic: 27%,  Features Intersected: RTE I87,  Facility Carried by Structure: GARVEY MILL ROAD
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 6.798,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 105421,  Location: 8.6 MI N JCT RTS I87 & 9N (Lat: 44.326106,  Lng: -73.530006),  Route carried "under" structure: Interstate 87,  Year Built: 1965,  Structure Length: 12.52m (41.08ft),  Average Daily Traffic: 8,809 (year 2005),  Truck Traffic: 27%,  Features Intersected: RTE I87,  Facility Carried by Structure: DEERHEAD REBER RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 72.485,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 1069,  Location: JCT I87 & HYDE RD (Lat: 44.272194,  Lng: -73.520433),  Route carried "under" structure: Interstate 87,  Year Built: 1965,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 8,476 (year 2005),  Truck Traffic: 27%,  Features Intersected: RTE I87,  Facility Carried by Structure: HYDE ROAD
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 6.613,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)