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

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Structure Number: 1015, Location: 0.2 MI N JCT RTS 17 + 19 (Lat: 42.262725, Lng: -78.064694), Route carried "on" structure: State highway 19, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,050 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 4,270 (year 2027), Design Load: HS 20+Mod, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.267, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $122,000, Total Project Cost: $330,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1061671, Location: 0.8 MI E JCT RTS 17 + 19 (Lat: 42.270878, Lng: -78.051650), Route carried "on" structure: State highway 86, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,058 (year 2000), Truck Traffic: 14%, Average Future Daily Traffic: 6,962 (year 2031), Design Load: HS 20, Features Intersected: CAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.193, Lanes on structure: 2, Lanes under 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: 27.4m (89.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Equal to 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: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $820,000, Roadway Improvement Cost: $480,000, Total Project Cost: $1,300,000 ( 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: 1061672, Location: 0.8 MI E JCT RTS 17 + 19 (Lat: 42.270131, Lng: -78.050947), Route carried "on" structure: State highway 86, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 2,900 (year 2009), Truck Traffic: 35%, Average Future Daily Traffic: 7,080 (year 2031), Design Load: HS 20, Features Intersected: CAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.310, Lanes on structure: 2, Lanes under 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: 27.4m (89.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $820,000, Roadway Improvement Cost: $480,000, Total Project Cost: $1,300,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1062201, Location: JCT RTE 17 + GENESEE R (Lat: 42.264833, Lng: -78.058731), Route carried "on" structure: State highway 86, Year Built: 1973, Year Reconstructed: 1997, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 3,058 (year 2000), Truck Traffic: 14%, Average Future Daily Traffic: 7,080 (year 2031), Design Load: HS 20, Features Intersected: GENESEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.260, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.9 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.55m (37.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $1,176,000, Roadway Improvement Cost: $689,000, Total Project Cost: $1,865,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1062202, Location: JCT I86 + GENESEE RIVER (Lat: 42.264642, Lng: -78.058236), Route carried "on" structure: Interstate 86, Year Built: 1973, Year Reconstructed: 1997, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 2,900 (year 2009), Truck Traffic: 35%, Average Future Daily Traffic: 7,080 (year 2031), Design Load: HS 20, Features Intersected: GENESEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.425, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 78.9 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.55m (37.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $1,438,000, Roadway Improvement Cost: $842,000, Total Project Cost: $2,280,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106223, Location: JCT CR 2 & I86 - ANGELICA (Lat: 42.299458, Lng: -77.959289), Route carried "on" structure: Alternate County highway , Year Built: 1973, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 350 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 490 (year 2029), Design Load: HS 20, Features Intersected: RTE I86, Facility Carried by Structure: CR 2 KarrVally Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $691,000, Roadway Improvement Cost: $405,000, Total Project Cost: $1,096,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 221414, Location: 1.5 MI NW OF ANGELICA (Lat: 42.325258, Lng: -78.037858), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 180 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 187 (year 2031), Features Intersected: BAKER CREEK, Facility Carried by Structure: PEAVY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Town or Township 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: 17.6m (57.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $1,341,000, Roadway Improvement Cost: $785,000, Total Project Cost: $2,126,000 ( Estimate for 2011), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221415, Location: 1.8 MI NW OF ANGELICA (Lat: 42.327575, Lng: -78.035242), Route carried "on" structure: Other road , Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2031), Features Intersected: TRIB BAKER CREEK, Facility Carried by Structure: COMBS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township 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: 8.5m (27.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Serious, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $1,118,000, Roadway Improvement Cost: $655,000, Total Project Cost: $1,773,000 ( Estimate for 2011), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221418, Location: 0.8MI NE OF ANGELICA (Lat: 42.315628, Lng: -78.001036), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 80 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 88 (year 2031), Design Load: HS 25, Features Intersected: COMMONS CREEK, Facility Carried by Structure: COMMONS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: June 11, Bridge Improvement Cost: $3,982,000, Roadway Improvement Cost: $2,332,000, Total Project Cost: $6,314,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 304779, Location: 1.4 MI W OF ANGELICA (Lat: 42.308558, Lng: -78.042978), Route carried "on" structure: Alternate County highway , Year Built: 1939, Year Reconstructed: 2008, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,180 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 1,652 (year 2029), Design Load: HS 25, Features Intersected: BAKER CREEK, Facility Carried by Structure: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, 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: 23.7m (77.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $2,558,000, Roadway Improvement Cost: $1,498,000, Total Project Cost: $4,056,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing

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Structure Number: 30478, Location: 1.1 MI W OF ANGELICA (Lat: 42.310417, Lng: -78.037753), Route carried "on" structure: County highway , Year Built: 1939, Year Reconstructed: 2008, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,180 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 1,652 (year 2029), Design Load: HS 25, Features Intersected: ANGELICA CREEK, Facility Carried by Structure: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.652, 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: 31.1m (102.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $2,756,000, Roadway Improvement Cost: $1,614,000, Total Project Cost: $4,370,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing

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Structure Number: 304969, Location: 2.6 MI NORTH OF ANGELICA (Lat: 42.342881, Lng: -78.017128), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 660 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 924 (year 2031), Design Load: HS 25, Features Intersected: N BR BAKER CREEK, Facility Carried by Structure: COUNTY ROAD 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.505, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Better than present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $1,749,000, Roadway Improvement Cost: $1,024,000, Total Project Cost: $2,773,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332997, Location: 1.5 MI E OF ANGELICA (Lat: 42.301111, Lng: -77.987911), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 350 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 490 (year 2029), Design Load: HS 20, Features Intersected: ANGELICA CREEK, Facility Carried by Structure: COUNTY ROAD 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 31.0m (101.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 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: 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 desirable criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $1,070,000, Roadway Improvement Cost: $627,000, Total Project Cost: $1,697,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 332998, Location: 2.3 MI SW OF ANGELICA (Lat: 42.295450, Lng: -78.057411), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 460 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 495 (year 2031), Design Load: HS 20, Features Intersected: ANGELICA CREEK, Facility Carried by Structure: COUNTY ROAD 43
Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 3.105, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 10, Critical Feature Inspection Date: December 10, Bridge Improvement Cost: $2,022,000, Roadway Improvement Cost: $1,184,000, Total Project Cost: $3,206,000 ( Estimate for 2011), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333, Location: 2.3 MI E OF ANGELICA (Lat: 42.298539, Lng: -77.977808), Route carried "on" structure: County highway , Year Built: 1963, Year Reconstructed: 2011, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 350 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 490 (year 2029), Design Load: HS 25, Features Intersected: TRIB ANGELICA CRK, Facility Carried by Structure: COUNTY ROAD 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), 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: 8.2m (26.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.8m (32.2ft)

Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $176,000, Total Project Cost: $477,000 ( Estimate for 2011), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33576, Location: 2.7 MI NW OF BELMONT (Lat: 42.263889, Lng: -78.052272), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1988, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 1,320 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 1,408 (year 2031), Design Load: HS 20+Mod, Features Intersected: GENESEE RIVER, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.395, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 97.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 10, Underwater Inspection Date: October 11, Bridge Improvement Cost: $1,056,000, Roadway Improvement Cost: $618,000, Total Project Cost: $1,674,000 ( 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: 335761, Location: 2.3 MI SW OF ANGELICA (Lat: 42.288603, Lng: -78.052822), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 460 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 495 (year 2031), Design Load: HS 20, Features Intersected: TRIB ANGELICA CRK, Facility Carried by Structure: COUNTY ROAD 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 46.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $744,000, Roadway Improvement Cost: $70,000, Total Project Cost: $814,000 ( Estimate for 2011), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106223, Location: JCT CR 2 & I86 - ANGELICA (Lat: 42.299458, Lng: -77.959289), Route carried "under" structure: Interstate 86, Year Built: 1973, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 28,252 (year 1999), Features Intersected: RTE I86, Facility Carried by Structure: CR 2 KarrVally Rd
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 196.024, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)