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

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Structure Number: 10245, Location: 1.1 MI W JCT RTS 39 + 219 (Lat: 42.508119, Lng: -78.706450), Route carried "on" structure: State highway 39, Year Built: 1970, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 4,988 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 5,759 (year 2027), Design Load: HS 20, Features Intersected: SPOONER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.291, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)

Condition: Channel: Very good, Culverts: Fair, Operating Rating: 75.8 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $227,000, Total Project Cost: $608,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10416, Location: 5.8 MI N JCT US219 & SH39 (Lat: 42.579272, Lng: -78.695094), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 1,377 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,702 (year 2027), Design Load: HS 25, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: SPRVLLE-BOSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 18.2m (59.7ft)

Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 78.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Bridge Improvement Cost: $524,000, Roadway Improvement Cost: $313,000, Total Project Cost: $837,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104161, Location: 6.7 MI N JCT US219 & SH39 (Lat: 42.589961, Lng: -78.704106), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 630 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 779 (year 2018), Design Load: HS 20, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: SPRINGN'LE-BOSTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.5m (37.7ft)

Condition: Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 79.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2008, Bridge Improvement Cost: $331,000, Roadway Improvement Cost: $198,000, Total Project Cost: $529,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1071071, Location: 7.4MI N JCT.RTES 219 & 39 (Lat: 42.604425, Lng: -78.752069), Route carried "on" structure: US 219, Year Built: 1981, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 6,205 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 8,637 (year 2027), Design Load: HS 20, Features Intersected: BROWN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.558, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2009, Bridge Improvement Cost: $2,543,000, Roadway Improvement Cost: $1,480,000, Total Project Cost: $4,023,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1071072, Location: 2.4 MI NE OF NEW OREGON (Lat: 42.604264, Lng: -78.752919), Route carried "on" structure: US 219, Year Built: 1981, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 6,205 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 8,637 (year 2027), Design Load: HS 20, Features Intersected: BROWN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.558, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 79.8 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: Better than 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: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2009, Bridge Improvement Cost: $2,543,000, Roadway Improvement Cost: $1,480,000, Total Project Cost: $4,023,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1071081, Location: 6.3MI N JCT RTES 219 & 39 (Lat: 42.591492, Lng: -78.737178), Route carried "on" structure: US 219, Year Built: 1981, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 6,205 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 8,637 (year 2027), Design Load: HS 20, Features Intersected: TREVETT RD CR420
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.558, 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: Very good, Superstructure: Very good, Substructure: Good, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2009, Bridge Improvement Cost: $2,543,000, Roadway Improvement Cost: $1,480,000, Total Project Cost: $4,023,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1071082, Location: 6.3MI N JCT RTES 219 & 39 (Lat: 42.590628, Lng: -78.737836), Route carried "on" structure: US 219, Year Built: 1981, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 6,205 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 8,637 (year 2027), Design Load: HS 20, Features Intersected: TREVETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.558, 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: Very good, Superstructure: Excellent, Substructure: Good, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2009, Bridge Improvement Cost: $2,543,000, Roadway Improvement Cost: $1,480,000, Total Project Cost: $4,023,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107109, Location: 3.1 MI N JCT SH39 &S EXPY (Lat: 42.553042, Lng: -78.711150), Route carried "on" structure: Alternate County highway , Year Built: 1981, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 6,750 (year 1986), Truck Traffic: 8%, Average Future Daily Traffic: 8,342 (year 2006), Design Load: HS 20, Features Intersected: RTE 219, Facility Carried by Structure: GENESEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.4m (122.7ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: 9.63m (31.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Bridge Improvement Cost: $2,543,000, Roadway Improvement Cost: $1,480,000, Total Project Cost: $4,023,000 ( Estimate for 2009), 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: 226082, Location: .9 MI N OF EAST CONCORD (Lat: 42.564242, Lng: -78.636525), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 25 , Design Load: HS 25, Features Intersected: GRAFF BROOK, Facility Carried by Structure: ROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 74.9 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2008, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $89,000, Total Project Cost: $239,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 304247, Location: 4.4 MI N JCT SH240 & SH39 (Lat: 42.568981, Lng: -78.641406), Route carried "on" structure: State highway 240, Year Built: 1966, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,038 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,519 (year 2027), Features Intersected: GRAFF BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.294, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Poor, Culverts: Good, Operating Rating: 74.0 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $121,000, Total Project Cost: $324,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 304248, Location: 5.4 MI N JCT SH240 & SH39 (Lat: 42.574558, Lng: -78.642264), Route carried "on" structure: State highway 240, Year Built: 2002, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,038 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,519 (year 2027), Features Intersected: SPENCER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.293, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Good, Culverts: Good, 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: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2008, Bridge Improvement Cost: $264,000, Roadway Improvement Cost: $158,000, Total Project Cost: $422,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 304249, Location: 6.3 MI N JCT SH240 & SH39 (Lat: 42.594733, Lng: -78.650050), Route carried "on" structure: State highway 240, Year Built: 1966, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 2,308 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,852 (year 2027), Features Intersected: SPRAGUE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.396, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Serious, Culverts: Fair, Operating Rating: 74.5 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $177,000, Total Project Cost: $474,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332836, Location: 3.2 MI SW OF SPRINGVILLE (Lat: 42.473894, Lng: -78.744597), Route carried "on" structure: Other road , Year Built: 1939, Status: Posted for load, Structure Length: 7.49m (24.57ft), Average Daily Traffic: 879 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 1,095 (year 2019), Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: HAMMOND HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 7.49m (24.57ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2009, Critical Feature Inspection Date: August 2009, Bridge Improvement Cost: $1,313,000, Roadway Improvement Cost: $783,000, Total Project Cost: $2,096,000 ( Estimate for 2009), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332837, Location: 2 MI SOUTH OF SPRINGVILLE (Lat: 42.480317, Lng: -78.683161), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1978, Status: Posted for load, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 666 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 830 (year 2029), Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2009, Critical Feature Inspection Date: September 2009, Underwater Inspection Date: July 2008, Bridge Improvement Cost: $945,000, Roadway Improvement Cost: $564,000, Total Project Cost: $1,509,000 ( Estimate for 2009), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332843, Location: 2.8 MI SE OF MORTON CORS (Lat: 42.487961, Lng: -78.721314), Route carried "on" structure: County highway , Year Built: 1956, Status: Posted for load-capacity, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 477 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 596 (year 2029), Design Load: H 20, Features Intersected: SPOONER CREEK, Facility Carried by Structure: ZOAR VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2008, Bridge Improvement Cost: $534,000, Roadway Improvement Cost: $319,000, Total Project Cost: $853,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332844, Location: .8 MILE N OF SPRINGVILLE (Lat: 42.527469, Lng: -78.662944), Route carried "on" structure: County highway , Year Built: 1929, Status: Posted for load-capacity, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 1,179 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 1,469 (year 2029), Features Intersected: SPRING BROOK, Facility Carried by Structure: SHARP STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), 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: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $572,000, Roadway Improvement Cost: $382,000, Total Project Cost: $954,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332852, Location: 1.5 MI N OF SPRINGVILLE (Lat: 42.530686, Lng: -78.666969), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 922 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 1,149 (year 2021), Design Load: HS 20, Features Intersected: SPRING BROOK, Facility Carried by Structure: MIDDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft)

Condition: Channel: Fair, Culverts: Very good, Operating Rating: 76.7 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $262,000, Roadway Improvement Cost: $156,000, Total Project Cost: $418,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332855, Location: 2.1 MI N OF EAST CONCORD (Lat: 42.582289, Lng: -78.644100), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 122 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 152 (year 2029), Features Intersected: BR CAZENOVIA CRK, Facility Carried by Structure: MORSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 70.8 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: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2008, Critical Feature Inspection Date: June 2008, Bridge Improvement Cost: $262,000, Roadway Improvement Cost: $156,000, Total Project Cost: $418,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332858, Location: 2.6 MI S OF MORTON CORS (Lat: 42.474750, Lng: -78.749511), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load-capacity, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 512 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 640 (year 2018), Features Intersected: DERBY BROOK, Facility Carried by Structure: ZOAR VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Fair, Culverts: Good, Operating Rating: 74.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, 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: December 2008, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $95,000, Total Project Cost: $254,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332863, Location: .4 MILE NW OF FOWLERVILLE (Lat: 42.605872, Lng: -78.722347), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 158 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 197 (year 2029), Design Load: HS 20, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: FOWLERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.0 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: 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: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $219,000, Total Project Cost: $586,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 336736, Location: 2.2 MI SE OF GLENWOOD (Lat: 42.589422, Lng: -78.641931), Route carried "on" structure: Other road , Year Built: 1968, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 53 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 66 (year 2016), Features Intersected: SPRAGUE BROOK, Facility Carried by Structure: SPRAGUE BRK PK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m

Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 74.1 metric tons, Inventory Rating: 19.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2008, Bridge Improvement Cost: $328,000, Roadway Improvement Cost: $196,000, Total Project Cost: $524,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336737, Location: 2.3 MILES SE OF WYANDALE (Lat: 42.534733, Lng: -78.731383), Route carried "on" structure: County highway , Year Built: 1931, Status: Posted for load-capacity, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 56 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 70 (year 2029), Features Intersected: SPOONER CREEK, Facility Carried by Structure: CONCORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), 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: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $328,000, Roadway Improvement Cost: $196,000, Total Project Cost: $524,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336739, Location: 2 MILES NE OF SPRINGVILLE (Lat: 42.536011, Lng: -78.675081), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,931 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 3,622 (year 2018), Design Load: HS 20, Features Intersected: SPRING BROOK, Facility Carried by Structure: SPRINGV-BOSTON RD
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Fair, Culverts: Excellent, Operating Rating: 75.4 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $119,000, Total Project Cost: $318,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336759, Location: IN WYANDALE (Lat: 42.555161, Lng: -78.765594), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,136 (year 1999), Truck Traffic: 8%, Average Future Daily Traffic: 1,404 (year 2019), Design Load: HS 20, Features Intersected: TRB 18 MILE CREEK, Facility Carried by Structure: GENESEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Fair, Culverts: Poor, Operating Rating: 75.5 metric tons, Inventory Rating: 19.5 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $112,000, Total Project Cost: $299,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336781, Location: CO RD 391 & ADAMS ROAD (Lat: 42.536239, Lng: -78.676742), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 84 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 105 (year 2018), Design Load: HS 20, Features Intersected: SPRING BROOK, Facility Carried by Structure: CR 416 / ADAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 74.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $82,000, Total Project Cost: $220,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336811, Location: .2 MI N JCT CR 49 & CR 50 (Lat: 42.560953, Lng: -78.765367), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 260 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 324 (year 2018), Design Load: HS 20, Features Intersected: SB EIGHTEEN MI CK, Facility Carried by Structure: WYANDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory, Channel: Good, Culverts: Good, Operating Rating: 74.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $92,000, Total Project Cost: $247,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107109, Location: 3.1 MI N JCT SH39 &S EXPY (Lat: 42.553042, Lng: -78.711150), Route carried "under" structure: US 219, Year Built: 1981, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 10,210 (year 2009), Truck Traffic: 11%, Features Intersected: RTE 219, Facility Carried by Structure: GENESEE ROAD
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 9.461, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)