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

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Structure Number: 1003711, Location: JCT RTS 7 + 369 (Lat: 42.167203, Lng: -75.833242), Route carried "on" structure: Interstate 88, Year Built: 1968, Year Reconstructed: 1980, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 6,752 (year 2000), Truck Traffic: 18%, Average Future Daily Traffic: 25,351 (year 2031), Design Load: HS 20, Features Intersected: RTE 369
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.828, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 74.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $199,000, Total Project Cost: $538,000 ( Estimate for 2011), 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: 1003712, Location: JCT RTS 7 + 369 (Lat: 42.166981, Lng: -75.833522), Route carried "on" structure: Interstate 88, Year Built: 1968, Year Reconstructed: 1980, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 12,350 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 25,654 (year 2031), Design Load: HS 20, Features Intersected: RTE 369
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.466, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $2,054,000, Roadway Improvement Cost: $1,203,000, Total Project Cost: $3,257,000 ( 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: 103047, Location: .9 MI E JCT SH 79 & SH 36 (Lat: 42.249361, Lng: -75.779506), Route carried "on" structure: State highway 79, Year Built: 1992, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 1,780 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 2,492 (year 2029), Design Load: HS 20, Features Intersected: PAGE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $433,000, Roadway Improvement Cost: $254,000, Total Project Cost: $687,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103048, Location: JCT SH 79 & CHENANGO RIVE (Lat: 42.243617, Lng: -75.836881), Route carried "on" structure: State highway 79, Year Built: 1936, Year Reconstructed: 1978, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 1,100 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 1,540 (year 2030), Design Load: HS 20, Features Intersected: CHENANGO RIVER
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 5.197, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 59.4m (194.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.13m (39.80ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 10, Critical Feature Inspection Date: October 10, Bridge Improvement Cost: $10,778,000, Roadway Improvement Cost: $6,312,000, Total Project Cost: $17,090,000 ( Estimate for 2011), Deck Structure Type: Open Grating

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Structure Number: 104683, Location: 0.2 MI S JCT RTS 369 + 79 (Lat: 42.240025, Lng: -75.795422), Route carried "on" structure: State highway 369, Year Built: 1961, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,650 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 3,710 (year 2029), Design Load: HS 20, Features Intersected: PAGE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.815, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.6 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: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $4,150,000, Roadway Improvement Cost: $389,000, Total Project Cost: $4,539,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105022, Location: 4 MI W JCT RTS 990J & 369 (Lat: 42.216414, Lng: -75.825025), Route carried "on" structure: State highway 990J, Year Built: 1991, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,080 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 1,512 (year 2031), Design Load: HS 20, Features Intersected: PAGE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $2,169,000, Roadway Improvement Cost: $1,270,000, Total Project Cost: $3,439,000 ( 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: 107292, Location: .8 MI S JCT SH 369 & SH 7 (Lat: 42.231992, Lng: -75.797303), Route carried "on" structure: State highway 369, Year Built: 1961, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,850 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 5,390 (year 2030), Design Load: H 20, Features Intersected: TRIB PAGE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.914, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 72.9 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 minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $217,000, Total Project Cost: $588,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107375, Location: INTS. RT 12A & 88I (Lat: 42.164286, Lng: -75.873003), Route carried "on" structure: State highway 12A, Year Built: 1989, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 17,600 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 24,640 (year 2030), Design Load: HS 20, Features Intersected: RTE I88
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.2m (118.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 82.6 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.68m (12.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $12,000, Total Project Cost: $33,000 ( 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: 107376, Location: .5MI SW JCT RTE 12A & 88I (Lat: 42.160275, Lng: -75.881772), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 3,850 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 5,092 (year 2031), Design Load: HS 20, Features Intersected: RTE I88, Facility Carried by Structure: CHENANGO STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.995, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $424,000, Roadway Improvement Cost: $248,000, Total Project Cost: $672,000 ( 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: 107377, Location: 1.1 MI SW JCT SH 12A & I8 (Lat: 42.152628, Lng: -75.888447), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 897 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 1,256 (year 2017), Design Load: HS 20, Features Intersected: RTE I88, Facility Carried by Structure: MIDDLE CROSSOVER
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: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $190,000, Total Project Cost: $514,000 ( 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: 222551, Location: 0.25 MILE WEST OF NYS 369 (Lat: 42.224942, Lng: -75.812797), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 420 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 524 (year 2031), Design Load: H 20, Features Intersected: PAGE BROOK, Facility Carried by Structure: RICHARDS HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft)

Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 74.7 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $3,530,000, Roadway Improvement Cost: $2,067,000, Total Project Cost: $5,597,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334932, Location: 3 MI E OF CHENANGO BRIDG (Lat: 42.167786, Lng: -75.824406), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 1,160 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 1,156 (year 2031), Features Intersected: OSBORN CREEK, Facility Carried by Structure: BALLYHACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 84.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $113,000, Total Project Cost: $306,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334933, Location: 2.0 MI.NE.JCT.RT.7& 369 (Lat: 42.175686, Lng: -75.817086), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 1,160 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 1,156 (year 2031), Design Load: HS 20, Features Intersected: BALLYHACK CREEK, Facility Carried by Structure: CR193 BALLYHACK R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.818, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 79.8 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $1,442,000, Roadway Improvement Cost: $844,000, Total Project Cost: $2,286,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334934, Location: 2.2 MI NE JCT NY7 & NY369 (Lat: 42.181139, Lng: -75.812928), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,160 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 1,113 (year 2031), Design Load: H 20, Features Intersected: BALLYHACK CREEK, Facility Carried by Structure: CR193 BALLYHACK R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $845,000, Roadway Improvement Cost: $495,000, Total Project Cost: $1,340,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334935, Location: 3.0 MI N JCT NY7 & NY369 (Lat: 42.197942, Lng: -75.825044), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 503 (year 2031), Design Load: HS 25, Features Intersected: PAGE BROOK, Facility Carried by Structure: ROGERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.8 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: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $199,000, Total Project Cost: $539,000 ( 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: 335009, Location: 0.7 MI NE OF PORT CRANE (Lat: 42.172617, Lng: -75.820808), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,160 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 1,113 (year 2031), Features Intersected: BALLYHACK CREEK, Facility Carried by Structure: BALLYHACK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.8m (35.4ft)

Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.8 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $23,000, Total Project Cost: $62,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1003711, Location: JCT RTS 7 + 369 (Lat: 42.167203, Lng: -75.833242), Route carried "under" structure: State highway 369, Year Built: 1968, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 6,499 (year 2002), Features Intersected: RTE 369, Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 161.801, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 1003712, Location: JCT RTS 7 + 369 (Lat: 42.166981, Lng: -75.833522), Route carried "under" structure: State highway 369, Year Built: 1968, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 6,499 (year 2002), Features Intersected: RTE 369, Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 161.801, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 107375, Location: INTS. RT 12A & 88I (Lat: 42.164286, Lng: -75.873003), Route carried "under" structure: Interstate 88, Year Built: 1989, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 21,966 (year 1989), Features Intersected: RTE I88, Facility Carried by Structure: RTE 12A
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 450.037, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.2m (118.8ft)

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Structure Number: 107376, Location: .5MI SW JCT RTE 12A & 88I (Lat: 42.160275, Lng: -75.881772), Route carried "under" structure: Interstate 88, Year Built: 1989, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 21,966 (year 1989), Features Intersected: RTE I88, Facility Carried by Structure: CHENANGO STREET
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 984.869, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.2m (82.7ft)

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Structure Number: 107377, Location: 1.1 MI SW JCT SH 12A & I8 (Lat: 42.152628, Lng: -75.888447), Route carried "under" structure: Interstate 88, Year Built: 1989, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 21,966 (year 1989), Features Intersected: RTE I88, Facility Carried by Structure: MIDDLE CROSSOVER
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 1020.911, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.2m (82.7ft)

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Structure Number: 70623, Location: .2 MI SW OF EXIT 2 - I88 (Lat: 42.163392, Lng: -75.875903), Route carried "under" structure: Interstate 88, Year Built: 1989, Structure Length: 8.74m (28.67ft), Average Daily Traffic: 22,438 (year 1990), Features Intersected: RTE I88, WEST SERVICE RO, Facility Carried by Structure: NY SUSQUEHNNA & W
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 487.382, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 41.7m (136.8ft)

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Structure Number: 70623, Location: .2 MI SW OF EXIT 2 - I88 (Lat: 42.163392, Lng: -75.875903), Route carried "under" structure: Ramp Other road , Year Built: 1989, Structure Length: 8.74m (28.67ft), Average Daily Traffic: 500 (year 2011), Features Intersected: RTE I88, WEST SERVICE RO, Facility Carried by Structure: NY SUSQUEHNNA & W
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 41.7m (136.8ft)