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

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Structure Number: 102365,  Location: 1.2 M NW JCT RT 36 & I390 (Lat: 42.683469,  Lng: -77.828575),  Route carried "on" structure: State highway 36,  Year Built: 1996,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 5,220 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,443 (year 2026),  Design Load: HS 25,  Features Intersected: KESHEQUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.507,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 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: Equal to present desirable 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: May 2006,  Bridge Improvement Cost: $613,000,  Roadway Improvement Cost: $409,000,  Total Project Cost: $1,022,000 ( 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: 102867,  Location: 0.8MI NE JCT RTS 63 + 258 (Lat: 42.670764,  Lng: -77.776511),  Route carried "on" structure: State highway 63,  Year Built: 1939,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,243 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,198 (year 2027),  Features Intersected: UNKNOWN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.028,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $335,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102868,  Location: 3.2MI NE JCT RTS 63 + 258 (Lat: 42.721767,  Lng: -77.817606),  Route carried "on" structure: State highway 63,  Year Built: 1994,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 2,243 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,198 (year 2027),  Design Load: HS 25,  Features Intersected: MILL GULLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.020,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $589,000,  Roadway Improvement Cost: $351,000,  Total Project Cost: $940,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 102869,  Location: 5.2MI NE JCT RTS 63 + 258 (Lat: 42.702486,  Lng: -77.794225),  Route carried "on" structure: State highway 63,  Year Built: 1939,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,243 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,198 (year 2027),  Design Load: HS 15,  Features Intersected: UNKNOWN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.028,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 78.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $322,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104352,  Location: 0.6MI E JCT RTS 258 + 36 (Lat: 42.661153,  Lng: -77.792064),  Route carried "on" structure: State highway 258,  Year Built: 1940,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 437 (year 1993),  Truck Traffic: 6%,  Average Future Daily Traffic: 718 (year 2013),  Design Load: H 20,  Features Intersected: WEST DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.471,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 39.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $150,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104353,  Location: 0.8MI E JCT RTS 258 + 36 (Lat: 42.661028,  Lng: -77.787414),  Route carried "on" structure: State highway 258,  Year Built: 1938,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 437 (year 1993),  Truck Traffic: 6%,  Average Future Daily Traffic: 718 (year 2013),  Design Load: H 20,  Features Intersected: BIG DITCH OVERFLW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.475,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $154,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $245,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 104354,  Location: 1.2MI E JCT RTS 258 + 36 (Lat: 42.660903,  Lng: -77.780800),  Route carried "on" structure: State highway 258,  Year Built: 1940,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 437 (year 1993),  Truck Traffic: 6%,  Average Future Daily Traffic: 718 (year 2013),  Design Load: H 20,  Features Intersected: BRADNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.473,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $306,000 ( 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: 104355,  Location: 0.1MI W JCT RTS 258 + 63 (Lat: 42.661069,  Lng: -77.768258),  Route carried "on" structure: State highway 258,  Year Built: 1940,  Status: Posted for load-capacity,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 437 (year 1993),  Truck Traffic: 6%,  Average Future Daily Traffic: 718 (year 2013),  Features Intersected: CANASERAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.832,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Bridge Improvement Cost: $1,047,000,  Roadway Improvement Cost: $703,000,  Total Project Cost: $1,750,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1071751,  Location: .3 MI W JCT SH63 & SH408 (Lat: 42.737167,  Lng: -77.839058),  Route carried "on" structure: Interstate 390,  Year Built: 1982,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 10,724 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 16,193 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: RTE 408, GENESEE & WYMG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.011,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.76m (22.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,887,000,  Roadway Improvement Cost: $1,122,000,  Total Project Cost: $3,009,000 ( 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: 1071752,  Location: .3 MI W JCT SH63 & SH408 (Lat: 42.737275,  Lng: -77.838722),  Route carried "on" structure: Interstate 390,  Year Built: 1982,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 7,179 (year 2002),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,840 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: RTE 408, GENESEE & WYMG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.011,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 35.3m (115.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.82m (22.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,887,000,  Roadway Improvement Cost: $1,122,000,  Total Project Cost: $3,009,000 ( 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: 107184,  Location: JCT OF RTS 36 & I-390 (Lat: 42.671219,  Lng: -77.811733),  Route carried "on" structure: State highway 36,  Year Built: 1980,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 5,220 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,443 (year 2026),  Design Load: HS 20,  Features Intersected: RTE I390
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.586,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.1m (144.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,876,000,  Roadway Improvement Cost: $1,088,000,  Total Project Cost: $2,964,000 ( 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: 1072491,  Location: 1.1 MI NE JCT I390 & SH36 (Lat: 42.684275,  Lng: -77.800092),  Route carried "on" structure: Interstate 390,  Year Built: 1985,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 7,179 (year 2002),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,840 (year 2022),  Design Load: HS 20,  Features Intersected: PIONEER ROAD, GENESEE &
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.052,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.2m (177.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.66m (18.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,876,000,  Roadway Improvement Cost: $1,088,000,  Total Project Cost: $2,964,000 ( 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: 1072492,  Location: 1.1 MI NE JCT SH36 & I390 (Lat: 42.684167,  Lng: -77.799822),  Route carried "on" structure: Interstate 390,  Year Built: 1982,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 7,179 (year 2002),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,840 (year 2022),  Design Load: HS 20,  Features Intersected: PIONEER ROAD, GENESEE &
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.052,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.5m (178.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.63m (18.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,876,000,  Roadway Improvement Cost: $1,088,000,  Total Project Cost: $2,964,000 ( 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: 1072501,  Location: 2.3MI N JCT RTS 36 + I390 (Lat: 42.702922,  Lng: -77.826283),  Route carried "on" structure: Interstate 390,  Year Built: 1982,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 7,179 (year 2002),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,840 (year 2022),  Design Load: HS 20,  Features Intersected: KESHEQUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.059,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $619,000,  Roadway Improvement Cost: $359,000,  Total Project Cost: $978,000 ( 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: 1072502,  Location: 2.3MI N JCT RTS 36 + I390 (Lat: 42.703244,  Lng: -77.826175),  Route carried "on" structure: Interstate 390,  Year Built: 1982,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 7,179 (year 2002),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,840 (year 2022),  Design Load: HS 20,  Features Intersected: KESHEQUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.059,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $619,000,  Roadway Improvement Cost: $359,000,  Total Project Cost: $978,000 ( 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: 1072511,  Location: 1.2MI S JCT RTS 408+I390 (Lat: 42.719944,  Lng: -77.832119),  Route carried "on" structure: Interstate 390,  Year Built: 1982,  Status: Open,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 7,179 (year 2002),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,840 (year 2022),  Design Load: HS 20,  Features Intersected: CANASERAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.055,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,382,000,  Roadway Improvement Cost: $822,000,  Total Project Cost: $2,204,000 ( 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: 1072512,  Location: 1.2MI S JCT RTS 408+I390 (Lat: 42.719811,  Lng: -77.831881),  Route carried "on" structure: Interstate 390,  Year Built: 1982,  Status: Open,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 7,179 (year 2002),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,840 (year 2022),  Design Load: HS 20,  Features Intersected: CANASERAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.055,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,382,000,  Roadway Improvement Cost: $822,000,  Total Project Cost: $2,204,000 ( 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: 331646,  Location: 1.9 MI W OF E GROVELAND (Lat: 42.738386,  Lng: -77.794808),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 40 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 55 (year 2021),  Features Intersected: MILL GULLY,  Facility Carried by Structure: MILL GULLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 73.3 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $207,000 ( Estimate for 2007)

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Structure Number: 331647,  Location: 1 MI EAST OF SONYEA (Lat: 42.684128,  Lng: -77.798292),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 78 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 108 (year 2027),  Features Intersected: BRADNER CREEK,  Facility Carried by Structure: PIONEER ROAD
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: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 73.1 metric tons,  Inventory Rating: 36.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: July 2007,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $233,000 ( Estimate for 2007)

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Structure Number: 331648,  Location: 1.5 MI NW OF GROVELAND (Lat: 42.680706,  Lng: -77.784300),  Route carried "on" structure: City street ,  Year Built: 1912,  Year Reconstructed: 1952,  Status: Posted for load-capacity,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 78 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 108 (year 2027),  Design Load: H 20,  Features Intersected: CANASERAGA CREEK,  Facility Carried by Structure: PIONEER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.3m (10.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 50.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Bridge Improvement Cost: $324,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $517,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber

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Structure Number: 1071751,  Location: .3 MI W JCT SH63 & SH408 (Lat: 42.737167,  Lng: -77.839058),  Route carried "under" structure: State highway 408,  Year Built: 1982,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 8,401 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE 408, GENESEE & WYMG,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 25.245,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 1071752,  Location: .3 MI W JCT SH63 & SH408 (Lat: 42.737275,  Lng: -77.838722),  Route carried "under" structure: State highway 408,  Year Built: 1982,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 4,650 (year 1976),  Truck Traffic: 16%,  Features Intersected: RTE 408, GENESEE & WYMG,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 25.277,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.3m (115.8ft)

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Structure Number: 107184,  Location: JCT OF RTS 36 & I-390 (Lat: 42.671219,  Lng: -77.811733),  Route carried "under" structure: Interstate 390,  Year Built: 1980,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 14,358 (year 2002),  Truck Traffic: 22%,  Features Intersected: RTE I390,  Facility Carried by Structure: RTE 36
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 1.889,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.1m (144.7ft)