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

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Structure Number: 101203,  Location: 1.8 MI NE JCT RTS 17 +430 (Lat: 42.265481,  Lng: -79.475858),  Route carried "on" structure: State highway 430,  Year Built: 1938,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 4,161 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,143 (year 2025),  Features Intersected: BIG INLET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.285,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  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: 10.3m (33.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Critical Feature Inspection Date: June 2006,  Bridge Improvement Cost: $488,000,  Roadway Improvement Cost: $290,000,  Total Project Cost: $778,000 ( 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: 101204,  Location: 4.7 MI SE JCT RTS 17 +430 (Lat: 42.236208,  Lng: -79.443033),  Route carried "on" structure: State highway 430,  Year Built: 1937,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 4,161 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,143 (year 2025),  Features Intersected: DEWITTVILLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.285,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  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 or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Critical Feature Inspection Date: June 2006,  Bridge Improvement Cost: $360,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $574,000 ( 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: 101443,  Location: 3 MI NW JCT SH17 & SH394 (Lat: 42.188717,  Lng: -79.452367),  Route carried "on" structure: State highway 394,  Year Built: 1962,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 4,178 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,824 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: PRENDERGAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.480,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $558,000,  Roadway Improvement Cost: $332,000,  Total Project Cost: $890,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 101444,  Location: 2.4 MI S JCT 394 & 430 (Lat: 42.226267,  Lng: -79.487964),  Route carried "on" structure: State highway 394,  Year Built: 2004,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 4,374 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,050 (year 2027),  Design Load: HS 25,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.499,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Structural Evaluation: High priority of corrective action,  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: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $467,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104848,  Location: 0.8 MI SW MAYVILLE (Lat: 42.246744,  Lng: -79.514900),  Route carried "on" structure: State highway 430,  Year Built: 1997,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,221 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,509 (year 2027),  Design Load: HS 25,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.956,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 89.8 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: Superior 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: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,051,000,  Roadway Improvement Cost: $610,000,  Total Project Cost: $1,661,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 221232,  Location: 2.3 MI E OF HARTFIELD (Lat: 42.267739,  Lng: -79.428994),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 252 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 314 (year 2027),  Features Intersected: DEWITTVILLE CREEK,  Facility Carried by Structure: MEADOWS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  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: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $207,000 ( Estimate for 2007),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221233,  Location: 1.1 MI NW OF STEDMAN (Lat: 42.183750,  Lng: -79.484136),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 311 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 388 (year 2018),  Design Load: HS 25,  Features Intersected: PRENDERGAST CREEK,  Facility Carried by Structure: WEBBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $207,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 226711,  Location: 2.3 MI SE OF SUMMERDALE (Lat: 42.200647,  Lng: -79.528097),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 138 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 172 (year 2026),  Design Load: HS 20,  Features Intersected: WING CREEK,  Facility Carried by Structure: MT. PLEASANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 77.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $174,000 ( Estimate for 2007)

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Structure Number: 332391,  Location: AT DEWITTVILLE (Lat: 42.239153,  Lng: -79.443167),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 158 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 197 (year 2026),  Design Load: HS 20,  Features Intersected: DEWITTVILLE CREEK,  Facility Carried by Structure: COUNTY ROAD 314
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $406,000,  Roadway Improvement Cost: $241,000,  Total Project Cost: $647,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332392,  Location: 2.1 MI E OF HARTFIELD (Lat: 42.260950,  Lng: -79.432119),  Route carried "on" structure: County highway ,  Year Built: 1931,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 528 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 660 (year 2027),  Design Load: HS 20,  Features Intersected: DEWITTVILLE CREEK,  Facility Carried by Structure: CENTRALIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $406,000,  Roadway Improvement Cost: $241,000,  Total Project Cost: $647,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332393,  Location: 1.4 MI SW OF SUMMERDALE (Lat: 42.203575,  Lng: -79.589561),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 167 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 209 (year 2026),  Features Intersected: BR CHAUTAUQUA CRK,  Facility Carried by Structure: NETTLE HILL ROAD
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: 10.6m (34.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $322,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332394,  Location: IN HARTFIELD (Lat: 42.268011,  Lng: -79.475939),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 1,381 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,707 (year 2023),  Design Load: HS 20,  Features Intersected: BIG INLET CREEK,  Facility Carried by Structure: COUNTY ROAD 127
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $555,000,  Roadway Improvement Cost: $330,000,  Total Project Cost: $885,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332395,  Location: 1.2 MI NORTH OF STEDMAN (Lat: 42.186792,  Lng: -79.478194),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 1,037 (year 1998),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,282 (year 2018),  Design Load: HS 20,  Features Intersected: PRENDERGAST CREEK,  Facility Carried by Structure: COUNTY ROAD 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 73.5 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: 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: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $555,000,  Roadway Improvement Cost: $330,000,  Total Project Cost: $885,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 332396,  Location: 2.1 MI E OF HARTFIELD (Lat: 42.257031,  Lng: -79.434686),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 282 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 351 (year 2027),  Features Intersected: DEWITTVILLE CREEK,  Facility Carried by Structure: MEADOWS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  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: 6.9m (22.6ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $375,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332397,  Location: 1.2 MI NW OF CHAUTAUQUA (Lat: 42.221939,  Lng: -79.492992),  Route carried "on" structure: City street ,  Year Built: 1942,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 232 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 289 (year 2018),  Features Intersected: TRB CHAUTAUQUA LK,  Facility Carried by Structure: MOORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Skew: 1 degrees,  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: 5.5m (18.0ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 68.0 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: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $151,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332398,  Location: 3 MI N OF HARTFIED (Lat: 42.310064,  Lng: -79.481786),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 110 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 137 (year 2027),  Design Load: HS 20,  Features Intersected: BIG INLET CREEK,  Facility Carried by Structure: ELM FLAT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Fair,  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: Superior to present desirable 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: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $151,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332399,  Location: 1.1 MILES S OF MAYVILLE (Lat: 42.220150,  Lng: -79.497028),  Route carried "on" structure: City street ,  Year Built: 1946,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 232 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 289 (year 2018),  Features Intersected: TRB CHAUTAUQUA LK,  Facility Carried by Structure: MOORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 87.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $225,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332401,  Location: 2.4 MILES NW OF STEDMAN (Lat: 42.193550,  Lng: -79.510742),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 123 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 153 (year 2026),  Features Intersected: WING CREEK,  Facility Carried by Structure: HEWES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $129,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332402,  Location: 3.9 MI SW OF RTE 394 (Lat: 42.190353,  Lng: -79.497842),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 151 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 188 (year 2018),  Design Load: HS 20,  Features Intersected: WING CREEK,  Facility Carried by Structure: POTTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $129,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332405,  Location: 3.0 MI S OF MAYVILLE (Lat: 42.199167,  Lng: -79.526044),  Route carried "on" structure: County highway ,  Year Built: 1929,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 237 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 296 (year 2026),  Features Intersected: WING CREEK,  Facility Carried by Structure: TOWN LINE ROAD
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: 7.6m (24.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $267,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332406,  Location: .4 MILE NE OF DEWITTVILLE (Lat: 42.239172,  Lng: -79.431547),  Route carried "on" structure: County highway ,  Year Built: 1932,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 158 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 197 (year 2026),  Features Intersected: TRB DEWITTVLE CRK,  Facility Carried by Structure: COUNTY ROAD 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 72.3 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $199,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332598,  Location: 1.5 MILES W OF SUMMERDALE (Lat: 42.211253,  Lng: -79.597925),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 77 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 96 (year 2026),  Features Intersected: CHAUTAUQUA CREEK,  Facility Carried by Structure: PUTNAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  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: 5.7m (18.7ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.52m (4.99ft),  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: $200,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $319,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous