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

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Structure Number: 102852, Location: 0.3 MI S JCT RTS 62 & 425 (Lat: 43.056367, Lng: -78.831133), Route carried "on" structure: US 62, Year Built: 1998, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 29,500 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 29,795 (year 2031), Design Load: HS 25, Features Intersected: SAWYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $919,000, Roadway Improvement Cost: $538,000, Total Project Cost: $1,457,000 ( 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: 102854, Location: 2.3 MI NW JCT RTS 62 +429 (Lat: 43.098708, Lng: -78.924981), Route carried "on" structure: US 62, Year Built: 1931, Year Reconstructed: 1991, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 17,600 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 18,584 (year 2031), Features Intersected: BERGHOLTZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.863, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: 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: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $6,735,000, Roadway Improvement Cost: $3,944,000, Total Project Cost: $10,679,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104833, Location: AT JCT RTS 62 & 425 (Lat: 43.058583, Lng: -78.835369), Route carried "on" structure: State highway 425, Year Built: 1997, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 11,600 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 16,240 (year 2031), Design Load: HS 25, Features Intersected: SAWYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.004, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Good, Culverts: Very good, Operating Rating: 68.0 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: Equal to present desirable 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: $938,000, Roadway Improvement Cost: $549,000, Total Project Cost: $1,487,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104844, Location: 1.8 MI S JCT RTS 429 & 31 (Lat: 43.117369, Lng: -78.889836), Route carried "on" structure: State highway 429, Year Built: 1997, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 7,900 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 11,060 (year 2031), Features Intersected: BERGHOLTZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.783, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $1,754,000, Roadway Improvement Cost: $1,027,000, Total Project Cost: $2,781,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22137, Location: 0.7 MI NW JCT RT 62 & 425 (Lat: 43.065769, Lng: -78.844831), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,120 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 1,288 (year 2031), Design Load: HS 25, Features Intersected: SAWYER CREEK, Facility Carried by Structure: KLEMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)

Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 77.1 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, 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

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Structure Number: 225731, Location: .6 MI. E OF NIAGARA FALLS (Lat: 43.097997, Lng: -78.928156), Route carried "on" structure: Other road , Year Built: 1958, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 770 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 886 (year 2031), Design Load: H 20, Features Intersected: BERGHOLTZ CREEK, Facility Carried by Structure: CAYUGA DR EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 71.9 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $51,000, Total Project Cost: $597,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226701, Location: 0.5 MI SE JCT RTS 62&182 (Lat: 43.095856, Lng: -78.934131), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,650 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 3,105 (year 2031), Design Load: HS 20, Features Intersected: BERGHOLTZ CREEK, Facility Carried by Structure: PLAZA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.335, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.2 metric tons, Inventory Rating: 32.6 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: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Bridge Improvement Cost: $294,000, Roadway Improvement Cost: $172,000, Total Project Cost: $466,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22688, Location: 1 MI N OF WARD RD & RT 62 (Lat: 43.102142, Lng: -78.890278), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 750 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 874 (year 2031), Design Load: H 20, Features Intersected: BERGHOLTZ CREEK, Facility Carried by Structure: THORNWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.3m (10.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)

Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 72.1 metric tons, Inventory Rating: 29.3 metric tons, 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: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $100,000, Total Project Cost: $271,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226915, Location: 0.6 MI NW JCT RT 62 & 425 (Lat: 43.064625, Lng: -78.844206), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 390 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 449 (year 2031), Design Load: HS 25, Features Intersected: SAWYER CREEK, Facility Carried by Structure: DEMLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)

Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 77.1 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal 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: December 10, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $68,000, Total Project Cost: $184,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332918, Location: 2.7 MI N OF N TONAWANDA (Lat: 43.079003, Lng: -78.825250), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 1,460 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 1,728 (year 2031), Design Load: HS 20, Features Intersected: BULL CREEK, Facility Carried by Structure: HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.2 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 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $328,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 33292, Location: 1.3 MI NW OF ST JOHNSBURG (Lat: 43.101425, Lng: -78.906583), Route carried "on" structure: Other road , Year Built: 1940, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 90 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 104 (year 2031), Design Load: H 15, Features Intersected: BERGHOLTZ CREEK, Facility Carried by Structure: HUNT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 11, Bridge Improvement Cost: $1,507,000, Roadway Improvement Cost: $141,000, Total Project Cost: $1,648,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332926, Location: 1 MI NE OF N TONAWANDA (Lat: 43.051206, Lng: -78.831183), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,570 (year 1983), Truck Traffic: 10%, Average Future Daily Traffic: 2,198 (year 2003), Design Load: HS 20, Features Intersected: SAWYER CREEK, Facility Carried by Structure: LOCKPORT AVENUE
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: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 63.5 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Bridge Improvement Cost: $326,000, Roadway Improvement Cost: $191,000, Total Project Cost: $517,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 332929, Location: 1.3 MI SOUTH OF SANBORN (Lat: 43.121258, Lng: -78.883311), Route carried "on" structure: County highway , Year Built: 1929, Year Reconstructed: 1956, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 10,200 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 14,280 (year 2029), Design Load: H 20, Features Intersected: BERGHOLTZ CREEK, Facility Carried by Structure: LOCKPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.590, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 72.6 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: Somewhat better than minimum adequacy, 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: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $1,823,000, Roadway Improvement Cost: $171,000, Total Project Cost: $1,994,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33293, Location: 3.1 MI SOUTH OF SHAWNEE (Lat: 43.084878, Lng: -78.827228), Route carried "on" structure: County highway , Year Built: 1937, Year Reconstructed: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 990 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 1,150 (year 2031), Design Load: HS 25, Features Intersected: BULL CREEK, Facility Carried by Structure: LOVELAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $87,000, Total Project Cost: $235,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 332934, Location: 1.4 MI NW OF ST JOHNSBURG (Lat: 43.101656, Lng: -78.910589), Route carried "on" structure: Other road , Year Built: 1947, Year Reconstructed: 1996, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 780 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 644 (year 2031), Features Intersected: BERGHOLTZ CREEK, Facility Carried by Structure: LUTHER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $91,000, Total Project Cost: $246,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 332941, Location: 1.2 MI N OF ST JOHNSBURG (Lat: 43.104150, Lng: -78.891967), Route carried "on" structure: County highway , Year Built: 1929, Year Reconstructed: 1975, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 3,750 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 4,440 (year 2031), Design Load: H 20, Features Intersected: BERGHOLTZ CREEK, Facility Carried by Structure: NIAGARA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $1,488,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,628,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332954, Location: 1.6 MI NW OF ST JOHNSBURG (Lat: 43.101653, Lng: -78.913928), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 570 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 656 (year 2031), Design Load: HS 25, Features Intersected: BERGHOLTZ CREEK, Facility Carried by Structure: ROHR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $89,000, Total Project Cost: $241,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 332966, Location: 2 MI NW OF ST JOHNSBURG (Lat: 43.098178, Lng: -78.927200), Route carried "on" structure: Other road , Year Built: 1950, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,720 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 1,978 (year 2031), Design Load: H 20, Features Intersected: BERGHOLTZ CREEK, Facility Carried by Structure: WALMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, 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: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $1,280,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,400,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332969, Location: .4 MI S JCT 952V & US 62 (Lat: 43.092308, Lng: -78.940908), Route carried "on" structure: State highway 952V, Year Built: 1963, Year Reconstructed: 2003, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 11,000 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 15,400 (year 2031), Design Load: H 20, Features Intersected: BERGHOLTZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), 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: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 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: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Bridge Improvement Cost: $335,000, Roadway Improvement Cost: $196,000, Total Project Cost: $531,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 702853, Location: 1.9 MI NW JCT RTS 62&429 (Lat: 43.098081, Lng: -78.921939), Route carried "under" structure: US 62, Year Built: 1960, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 20,943 (year 1999), Features Intersected: RTE 62, Facility Carried by Structure: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 48.978, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 732928, Location: .3 MI W JCT CR 6 & CR 129 (Lat: 43.121442, Lng: -78.932892), Route carried "under" structure: County highway , Year Built: 1958, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 6,847 (year 1973), Features Intersected: LOCKPORT RD -CR 6, Facility Carried by Structure: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 4.31m (14.14ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 73294, Location: .3 MI NE INT CR25 & CR129 (Lat: 43.100717, Lng: -78.921936), Route carried "under" structure: County highway , Year Built: 1960, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 3,998 (year 1973), Features Intersected: NIAGARA ROAD-CR25, Facility Carried by Structure: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 4.31m (14.14ft), Kilometerpoint: 0.451, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.4m (76.8ft)