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

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Structure Number: 101621,  Location: .1 MI W JCT US20A & SH15 (Lat: 42.836292,  Lng: -77.705939),  Route carried "on" structure: US 20A,  Year Built: 1957,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 6,050 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,087 (year 2040),  Design Load: HL 93,  Features Intersected: CONESUS LK OUTLET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.248,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  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: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Inventory Rating: 87.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,073,000,  Roadway Improvement Cost: $629,000,  Total Project Cost: $1,702,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 104349,  Location: 0.1MI S JCT RTS 256 + 15 (Lat: 42.854011,  Lng: -77.715633),  Route carried "on" structure: State highway 256,  Year Built: 1940,  Status: Posted for load-capacity,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,954 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,972 (year 2040),  Features Intersected: Conesus Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.725,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 20.7 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: 15.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $541,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $857,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1071111,  Location: 2.4 MI N JCT I390 & US20A (Lat: 42.862017,  Lng: -77.728319),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 26.30m (86.29ft),  Average Daily Traffic: 7,105 (year 2013),  Truck Traffic: 16%,  Design Load: HS 20+Mod,  Features Intersected: LIV AVON & LKVLLE, CONES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.321,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 73.1m (239.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 61.7 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: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.30m (86.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $8,181,000,  Roadway Improvement Cost: $4,791,000,  Total Project Cost: $12,972,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1071112,  Location: 2.4 MI N JCT I390 & US20A (Lat: 42.862403,  Lng: -77.727161),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 28.16m (92.39ft),  Average Daily Traffic: 5,825 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,145 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LIV AVON & LKVLLE, CONES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.337,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 73.1m (239.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 58.1 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: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.16m (92.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $8,730,000,  Roadway Improvement Cost: $5,112,000,  Total Project Cost: $13,842,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107113,  Location: 1.2 MI N JCT.RTS 390I&20A (Lat: 42.845553,  Lng: -77.730247),  Route carried "on" structure: Other road ,  Year Built: 1980,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 1,844 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,582 (year 2039),  Design Load: HS 20,  Features Intersected: 390I390I42021283 NB, RTE,  Facility Carried by Structure: LIMA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.742,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.2m (141.7ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.74m (28.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,483,000,  Roadway Improvement Cost: $1,454,000,  Total Project Cost: $3,937,000 ( Estimate for 2021),  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: 107114,  Location: 2 MI N JCT I390 & S.H.20A (Lat: 42.856175,  Lng: -77.729881),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 814 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,140 (year 2038),  Design Load: HS 20,  Features Intersected: 390I390I42021290 NB, RTE,  Facility Carried by Structure: Triphammer Rd CR5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.604,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.9 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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.26m (27.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,298,000,  Roadway Improvement Cost: $1,346,000,  Total Project Cost: $3,644,000 ( Estimate for 2021),  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: 107115,  Location: JCT I390 & S.H.15 (Lat: 42.868242,  Lng: -77.713061),  Route carried "on" structure: State highway 15,  Year Built: 1980,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 8,207 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,257 (year 2040),  Design Load: HS 20,  Features Intersected: 390I390I42021303 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.182,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.4 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.13m (26.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,034,000,  Roadway Improvement Cost: $2,362,000,  Total Project Cost: $6,396,000 ( Estimate for 2021),  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: 331618,  Location: 1.9 MI NW OF LAKEVILLE (Lat: 42.859639,  Lng: -77.738472),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 652 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 913 (year 2037),  Design Load: HL 93,  Features Intersected: CONESUS OUTLET,  Facility Carried by Structure: POLE BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.696,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $664,000,  Roadway Improvement Cost: $389,000,  Total Project Cost: $1,053,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331619,  Location: 2 MI NW OF LAKEVILLE (Lat: 42.855922,  Lng: -77.717267),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 886 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,240 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: CONESUS OUTLET,  Facility Carried by Structure: TRIPHAMMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 81.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $725,000,  Roadway Improvement Cost: $425,000,  Total Project Cost: $1,149,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 107113,  Location: 1.2 MI N JCT.RTS 390I&20A (Lat: 42.845553,  Lng: -77.730247),  Route carried "under" structure: Interstate 390,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 17,188 (year 2002),  Features Intersected: 390I390I42021283 NB, RTE,  Facility Carried by Structure: LIMA ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 45.663,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.2m (141.7ft)

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Structure Number: 107114,  Location: 2 MI N JCT I390 & S.H.20A (Lat: 42.856175,  Lng: -77.729881),  Route carried "under" structure: Interstate 390,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 17,188 (year 2002),  Features Intersected: 390I390I42021290 NB, RTE,  Facility Carried by Structure: Triphammer Rd CR5
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 46.822,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 107115,  Location: JCT I390 & S.H.15 (Lat: 42.868242,  Lng: -77.713061),  Route carried "under" structure: Interstate 390,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 20,826 (year 2002),  Features Intersected: 390I390I42021303 WB, RTE,  Facility Carried by Structure: RTE 15
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 48.946,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 701149,  Location: 3.2MI S JCT RTS 15 + 5+20 (Lat: 42.863739,  Lng: -77.713750),  Route carried "under" structure: US 15,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 10,372 (year 2000),  Features Intersected: RTE 15,  Facility Carried by Structure: LIV AVON & LKVLLE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 37.860,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 721085,  Location: 2 MI NW OF LAKEVILLE (Lat: 42.859978,  Lng: -77.738567),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 652 (year 2017),  Truck Traffic: 11%,  Features Intersected: POLE BRIDGE ROAD,  Facility Carried by Structure: LIV AVON & LKVIL
Minimum Vertical Clearance: 3.61m (11.84ft),  Kilometerpoint: 3.926,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.0m (32.8ft)