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

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Structure Number: 100192,  Location: JCT RTS 5+20 +14 (Lat: 42.861217,  Lng: -76.982994),  Route carried "on" structure: State highway 14,  Year Built: 1952,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 5,517 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,542 (year 2040),  Design Load: H 20,  Features Intersected: RTE 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.909,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,790,000,  Roadway Improvement Cost: $1,048,000,  Total Project Cost: $2,839,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1001939,  Location: .1 MI E JCT SH5/US20&SH14 (Lat: 42.861783,  Lng: -76.981664),  Route carried "on" structure: State highway 5,  Year Built: 1952,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 12,682 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,741 (year 2040),  Design Load: H 20,  Features Intersected: NOR SO/FINGER LKS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.380,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.18m (33.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $5,048,000,  Roadway Improvement Cost: $2,956,000,  Total Project Cost: $8,004,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 101097,  Location: 3.4MI S JCT RTS 14 + 5+20 (Lat: 42.812203,  Lng: -76.976986),  Route carried "on" structure: State highway 14,  Year Built: 1949,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,707 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,724 (year 2040),  Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.390,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 59.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $725,000,  Roadway Improvement Cost: $424,000,  Total Project Cost: $1,149,000 ( Estimate for 2021),  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: 1010999,  Location: 4.1 MI N OF GENEVA (Lat: 42.947167,  Lng: -76.977811),  Route carried "on" structure: State highway 96,  Year Built: 1958,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 6,636 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,677 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 6.82m (22.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $3,625,000,  Roadway Improvement Cost: $2,123,000,  Total Project Cost: $5,749,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10743,  Location: 2000FTEASTINTLAKEST&RTE05 (Lat: 42.872569,  Lng: -76.972333),  Route carried "on" structure: State highway 5,  Year Built: 1958,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 11,242 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,294 (year 2040),  Features Intersected: MARSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.005,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $520,000,  Roadway Improvement Cost: $304,000,  Total Project Cost: $824,000 ( Estimate for 2021)

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Structure Number: 221169,  Location: 3.2 MI S OF GENEVA (Lat: 42.818039,  Lng: -77.000608),  Route carried "on" structure: Other road ,  Year Built: 1925,  Year Reconstructed: 1978,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 61 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 85 (year 2036),  Design Load: HS 20,  Features Intersected: WILSON CREEK,  Facility Carried by Structure: SLATE ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $323,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $513,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221178,  Location: CITY OF GENEVA (Lat: 42.873458,  Lng: -76.973517),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 748 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,047 (year 2036),  Features Intersected: MARSH CREEK,  Facility Carried by Structure: MIDDLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $361,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $573,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331868,  Location: 1.5 MI W OF GENEVA (Lat: 42.875311,  Lng: -77.011244),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 7,822 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,502 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CASTLE CREEK,  Facility Carried by Structure: PREMPTION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.534,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $428,000 ( Estimate for 2021)

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Structure Number: 100192,  Location: JCT RTS 5+20 +14 (Lat: 42.861217,  Lng: -76.982994),  Route carried "under" structure: State highway 5,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 1971),  Features Intersected: RTE 5,  Facility Carried by Structure: RTE 14
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 32.421,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1010999,  Location: 4.1 MI N OF GENEVA (Lat: 42.947167,  Lng: -76.977811),  Route carried "under" structure: State highway 14,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 6,447 (year 1998),  Features Intersected: RTE 14,  Facility Carried by Structure: RTE 96
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 7.047,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.9m (81.7ft)

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Structure Number: 700195,  Location: 0.2 MI W JCT RTS 5 + 96A (Lat: 42.875619,  Lng: -76.946506),  Route carried "under" structure: State highway 5,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 13,761 (year 1999),  Features Intersected: RTE 5, U S NUMBERED 20,  Facility Carried by Structure: FINGER LAKES
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 1.335,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 700195,  Location: 0.2 MI W JCT RTS 5 + 96A (Lat: 42.875619,  Lng: -76.946506),  Route carried "under" structure: US ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RTE 5, U S NUMBERED 20,  Facility Carried by Structure: FINGER LAKES
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 703509,  Location: 0.2MI E JCT RTS 96 + 14 (Lat: 42.945364,  Lng: -76.973778),  Route carried "under" structure: State highway 96,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 4,430 (year 1999),  Features Intersected: RTE 96,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 1.078,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 770705,  Location: IN CITY OF GENEVA (Lat: 42.881183,  Lng: -76.980892),  Route carried "under" structure: City street ,  Year Built: 1901,  Structure Length: 0. m,  Features Intersected: GATES AVENUE,  Facility Carried by Structure: FINGER LAKES
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Length of Maximum Span: 10.0m (32.8ft)

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Structure Number: 7707091,  Location: CITY OF GENEVA (Lat: 42.877914,  Lng: -76.971994),  Route carried "under" structure: City street ,  Year Built: 1916,  Structure Length: 0. m,  Features Intersected: DORAN AVENUE,  Facility Carried by Structure: ABANDONED L V RR
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 7707092,  Location: CITY OF GENEVA (Lat: 42.877903,  Lng: -76.972081),  Route carried "under" structure: City street ,  Year Built: 1916,  Structure Length: 0. m,  Average Daily Traffic: 30 (year 2021),  Features Intersected: DORAN AVENUE,  Facility Carried by Structure: ABANDONED L V RR
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)