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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 23
Total length: 37 meters (121ft)
Total costs: $46,582,000
Total average daily traffic: 42,950
Total average daily truck traffic: 2,818
Total future (year 2027) average daily traffic: 53,325
National Bridge Inventory (NBI) Registered Bridges for Busti
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New bridges - Historical Statistics

  • 1930-1939: 3
  • 1940-1949: 1
  • 1950-1959: 2
  • 1960-1969: 0
  • 1970-1979: 4
  • 1980-1989: 5
  • 1990-1999: 6
  • 2000-2009: 2

Reconstructed bridges - Historical Statistics

  • 1980-1989: 2
  • 1990-1999: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 101439,  Location: 0.32KM NW JCT RTS 394&474 (Lat: 42.103917,  Lng: -79.361417),  Route carried "on" structure: State highway 394,  Year Built: 1998,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 5,900 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,858 (year 2031),  Design Load: HS 25,  Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.108,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

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: 61.7 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.42m (4.66ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 10,  Underwater Inspection Date: October 2009,  Bridge Improvement Cost: $197,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $312,000 ( Estimate for 2011),  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: 10144,  Location: 0.8 MI NW JCT RTS 394+474 (Lat: 42.105203,  Lng: -79.366633),  Route carried "on" structure: State highway 394,  Year Built: 1978,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 5,900 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,959 (year 2031),  Design Load: HS 20,  Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.352,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $3,213,000,  Roadway Improvement Cost: $1,882,000,  Total Project Cost: $5,095,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 221218,  Location: 1.8 MILES SW OF BUSTI (Lat: 42.025981,  Lng: -79.314267),  Route carried "on" structure: Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 280 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 273 (year 2031),  Design Load: HS 20,  Features Intersected: TRB STILLWATER CK,  Facility Carried by Structure: SANBURY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.041,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Critical Feature Inspection Date: May 11,  Bridge Improvement Cost: $2,807,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $3,070,000 ( Estimate for 2011),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221219,  Location: .9 MI SW OF BUSTI (Lat: 42.027881,  Lng: -79.292242),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 240 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 242 (year 2031),  Design Load: HS 20,  Features Intersected: BR STILLWATER CRK,  Facility Carried by Structure: LAWSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.243,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $190,000 ( Estimate for 2011),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221221,  Location: 0.8 MI N OF BUSTI (Lat: 42.048969,  Lng: -79.290028),  Route carried "on" structure: Other road ,  Year Built: 1950,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 330 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 323 (year 2031),  Design Load: HS 25,  Features Intersected: HATCH CREEK,  Facility Carried by Structure: ORR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $666,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $728,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221222,  Location: 0.8 MI NW OF LAKEWOOD (Lat: 42.103875,  Lng: -79.358483),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Closed,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 170 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 196 (year 2031),  Features Intersected: VUKOTE CANAL,  Facility Carried by Structure: LAKESIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 73.5 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 minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $62,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221223,  Location: 1.1 MI NW OF LAKEWOOD (Lat: 42.107750,  Lng: -79.361247),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 170 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 196 (year 2031),  Features Intersected: VUKOTE CANAL,  Facility Carried by Structure: LAKESIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 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: 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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $68,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $108,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 225868,  Location: 2.4 MI E OF BUSTI (Lat: 42.037192,  Lng: -79.237075),  Route carried "on" structure: Other road ,  Year Built: 1940,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 780 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 798 (year 2031),  Features Intersected: TRIB STILLWATER C,  Facility Carried by Structure: S MAIN STREET EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.158,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 72.3 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $310,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $492,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33235,  Location: .3 MILE EAST OF BUSTI (Lat: 42.038608,  Lng: -79.277828),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,050 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,870 (year 2027),  Features Intersected: HATCH CREEK,  Facility Carried by Structure: BUSTI-STILLWATER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 77.1 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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 10,  Bridge Improvement Cost: $3,203,000,  Roadway Improvement Cost: $1,876,000,  Total Project Cost: $5,079,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332351,  Location: .5 MI SE JCT SH394 &SH474 (Lat: 42.092825,  Lng: -79.347872),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 1,760 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,088 (year 2031),  Design Load: HS 20,  Features Intersected: WESTERN NY & PENN,  Facility Carried by Structure: COUNTY ROAD 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.673,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $3,238,000,  Roadway Improvement Cost: $1,896,000,  Total Project Cost: $5,134,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332352,  Location: 2.4 MI E OF BUSTI (Lat: 42.039550,  Lng: -79.237192),  Route carried "on" structure: Other road ,  Year Built: 1993,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 780 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 788 (year 2031),  Design Load: HS 20,  Features Intersected: STILLWATER CREEK,  Facility Carried by Structure: SO MAIN ST EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 67.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $2,338,000,  Roadway Improvement Cost: $1,369,000,  Total Project Cost: $3,707,000 ( Estimate for 2011),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332353,  Location: 1 MI SW OF ASHVILLE (Lat: 42.079906,  Lng: -79.381658),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 2,300 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,220 (year 2029),  Design Load: HS 20,  Features Intersected: GOOSE CREEK,  Facility Carried by Structure: BAKER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.4m (17.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 76.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $1,824,000,  Roadway Improvement Cost: $1,068,000,  Total Project Cost: $2,892,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332354,  Location: 1 MILES SW OF BUSTI (Lat: 42.026158,  Lng: -79.296147),  Route carried "on" structure: State highway 952P,  Year Built: 1933,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 2,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,500 (year 2030),  Features Intersected: STILLWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.427,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $707,000,  Roadway Improvement Cost: $414,000,  Total Project Cost: $1,121,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332355,  Location: 1.4 MILES N OF BUSTI (Lat: 42.056281,  Lng: -79.294258),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,300 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,220 (year 2029),  Design Load: HS 20,  Features Intersected: HATCH CREEK,  Facility Carried by Structure: COUNTY ROAD 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $801,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $876,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332356,  Location: 1.1 MI SOUTH OF ASHVILLE (Lat: 42.079647,  Lng: -79.367706),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 3,900 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,460 (year 2029),  Design Load: HS 20,  Features Intersected: WESTERN NY & PENN,  Facility Carried by Structure: COUNTY ROAD 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 49.9 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.33m (20.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $4,197,000,  Roadway Improvement Cost: $2,458,000,  Total Project Cost: $6,655,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332357,  Location: .1 MILE NE OF BUSTI (Lat: 42.039497,  Lng: -79.281503),  Route carried "on" structure: State highway 952P,  Year Built: 1938,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,500 (year 2030),  Design Load: HS 20,  Features Intersected: HATCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.358,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $228,000 ( Estimate for 2011),  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: 332358,  Location: .5 MI SOUTH OF JAMESTOWN (Lat: 42.069139,  Lng: -79.251269),  Route carried "on" structure: State highway 952P,  Year Built: 1938,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 2,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,500 (year 2030),  Features Intersected: BR STILLWATER CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.590,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $1,304,000,  Roadway Improvement Cost: $764,000,  Total Project Cost: $2,068,000 ( Estimate for 2011),  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: 332359,  Location: 0.8 MI SOUTH OF JAMESTWN (Lat: 42.064397,  Lng: -79.234672),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 2,250 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,700 (year 2031),  Design Load: HS 20,  Features Intersected: TRIB STILLWATER,  Facility Carried by Structure: COUNTY ROAD 47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.9 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $2,040,000,  Roadway Improvement Cost: $1,195,000,  Total Project Cost: $3,235,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33236,  Location: 1.4 MI W OF BUSTI (Lat: 42.034419,  Lng: -79.310281),  Route carried "on" structure: Other road ,  Year Built: 1993,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 420 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 424 (year 2031),  Design Load: HS 25,  Features Intersected: BR STILLWATER CRK,  Facility Carried by Structure: SHADYSIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 79.7 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to 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: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $238,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 332361,  Location: 2.3 MI N PENN STATE LINE (Lat: 42.029261,  Lng: -79.294483),  Route carried "on" structure: State highway 952P,  Year Built: 1991,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 2,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,500 (year 2030),  Design Load: HS 20,  Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.797,  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: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: 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: 39.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $393,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 332362,  Location: .4 MILE SOUTH OF BUSTI (Lat: 42.032158,  Lng: -79.280633),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 1,600 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,240 (year 2030),  Features Intersected: STILLWATER CREEK,  Facility Carried by Structure: COUNTY ROAD 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 84.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $2,740,000,  Roadway Improvement Cost: $1,605,000,  Total Project Cost: $4,345,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332363,  Location: 2.6 MILES SW OF BUSTI (Lat: 42.004856,  Lng: -79.303819),  Route carried "on" structure: Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 200 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 202 (year 2031),  Features Intersected: STILLWATER CREEK,  Facility Carried by Structure: SIMMONS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 71.7 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: 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: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 10,  Underwater Inspection Date: September 2005,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $327,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332364,  Location: .7 MI SW OF LAKEWOOD (Lat: 42.089675,  Lng: -79.357444),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,620 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,268 (year 2029),  Features Intersected: TRB CHAUTAUQUA LK,  Facility Carried by Structure: COUNTY ROAD 32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.158,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 76.9 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $143,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $227,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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