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

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Structure Number: 1061671,  Location: 0.8 MI E JCT RTS 17 + 19 (Lat: 42.270858,  Lng: -78.051508),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,907 (year 2009),  Truck Traffic: 39%,  Design Load: HS 20,  Features Intersected: CAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.310,  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: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,478,000,  Roadway Improvement Cost: $866,000,  Total Project Cost: $2,343,000 ( 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: 1061672,  Location: 0.8 MI E JCT RTS 17 + 19 (Lat: 42.270158,  Lng: -78.050994),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,286 (year 2018),  Truck Traffic: 36%,  Average Future Daily Traffic: 4,265 (year 2040),  Design Load: HS 20,  Features Intersected: CAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.310,  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: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,651,000,  Roadway Improvement Cost: $967,000,  Total Project Cost: $2,618,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1062201,  Location: JCT RTE 17 + GENESEE R (Lat: 42.264908,  Lng: -78.058600),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 2,907 (year 2009),  Truck Traffic: 39%,  Design Load: HS 20,  Features Intersected: GENESEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.425,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.55m (37.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,966,000,  Roadway Improvement Cost: $2,323,000,  Total Project Cost: $6,289,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1062202,  Location: JCT I86 + GENESEE RIVER (Lat: 42.264717,  Lng: -78.058103),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 2,286 (year 2018),  Truck Traffic: 36%,  Average Future Daily Traffic: 4,265 (year 2040),  Design Load: HS 20,  Features Intersected: GENESEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.425,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.55m (37.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,116,000,  Roadway Improvement Cost: $2,410,000,  Total Project Cost: $6,526,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1062211,  Location: 6.9 MI NE JCT RTS 17 + 19 (Lat: 42.299483,  Lng: -78.025983),  Route carried "on" structure: Alternate County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 580 (year 2017),  Truck Traffic: 7%,  Design Load: HS 20,  Features Intersected: RTE I86,  Facility Carried by Structure: OLEAN ST (CR 20)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,428,000,  Roadway Improvement Cost: $1,422,000,  Total Project Cost: $3,850,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1062212,  Location: 6.9 MI NE JCT RTS 17 + 19 (Lat: 42.298747,  Lng: -78.026061),  Route carried "on" structure: Alternate County highway ,  Year Built: 1973,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 580 (year 2017),  Truck Traffic: 7%,  Design Load: HL 93,  Features Intersected: RTE I86,  Facility Carried by Structure: OLEAN ST (CR 20)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 60.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,480,000,  Roadway Improvement Cost: $1,452,000,  Total Project Cost: $3,932,000 ( 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: 1062221,  Location: 7 MILES NE JCT I86 & SR19 (Lat: 42.300644,  Lng: -78.012686),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 2,907 (year 2013),  Truck Traffic: 39%,  Design Load: HS 20+Mod,  Features Intersected: PEACOCK HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.378,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.2 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: 30.1 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,730,000,  Roadway Improvement Cost: $1,013,000,  Total Project Cost: $2,743,000 ( 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: 1062222,  Location: 7 MILES NE JCT I86 & SR19 (Lat: 42.300144,  Lng: -78.012639),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 2,286 (year 2018),  Truck Traffic: 38%,  Average Future Daily Traffic: 4,265 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEACOCK HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.378,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 35.6 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: 27.5 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: Equal to 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: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,907,000,  Roadway Improvement Cost: $1,117,000,  Total Project Cost: $3,024,000 ( 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: 106223,  Location: JCT CR 2 & I86 - ANGELICA (Lat: 42.299500,  Lng: -77.959497),  Route carried "on" structure: Alternate County highway ,  Year Built: 1973,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 201 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 281 (year 2039),  Design Load: HL 93,  Features Intersected: 86I 17 6103 2218, RTE I8,  Facility Carried by Structure: CR 2 Karr Valley R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.655,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.3 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.99m (29.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $3,064,000,  Roadway Improvement Cost: $1,794,000,  Total Project Cost: $4,859,000 ( 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: 221414,  Location: 1.5 MI NW OF ANGELICA (Lat: 42.325242,  Lng: -78.037872),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 186 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 260 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: BAKER CREEK,  Facility Carried by Structure: PEAVY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Inventory Rating: 68.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: September 2015,  Bridge Improvement Cost: $545,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $864,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 221415,  Location: 1.8 MI NW OF ANGELICA (Lat: 42.327492,  Lng: -78.035250),  Route carried "on" structure: Other road ,  Year Built: 1974,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 15 (year 2018),  Average Future Daily Traffic: 21 (year 2038),  Features Intersected: TRIB BAKER CREEK,  Facility Carried by Structure: COMBS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 24.3 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: 18.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $362,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $574,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221418,  Location: 0.8MI NE OF ANGELICA (Lat: 42.315633,  Lng: -78.001008),  Route carried "on" structure: Other road ,  Year Built: 1999,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 85 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 119 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: COMMONS CREEK,  Facility Carried by Structure: COMMONS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.3 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: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $647,000,  Roadway Improvement Cost: $379,000,  Total Project Cost: $1,026,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 221534,  Location: IN ANGELICA (Lat: 42.303111,  Lng: -78.011825),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 1,220 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,708 (year 2038),  Design Load: HS 20,  Features Intersected: ANGELICA CREEK,  Facility Carried by Structure: PEACOCK HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $2,329,000,  Roadway Improvement Cost: $1,364,000,  Total Project Cost: $3,693,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221536,  Location: IN ANGELICA (Lat: 42.305297,  Lng: -78.020650),  Route carried "on" structure: Other road ,  Year Built: 1973,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 170 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 238 (year 2038),  Features Intersected: ANGELICA CREEK,  Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 58.0 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: 44.7 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,154,000,  Roadway Improvement Cost: $676,000,  Total Project Cost: $1,829,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 225602,  Location: WITHIN VILL. OF ANGELICA (Lat: 42.303936,  Lng: -78.008144),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,070 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,116 (year 2040),  Features Intersected: COMMONS CREEK,  Facility Carried by Structure: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 35.4 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $665,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 232999,  Location: ON OLEAN ST. IN ANGELICA (Lat: 42.306283,  Lng: -78.023239),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 1,084 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,518 (year 2038),  Design Load: HS 20,  Features Intersected: ANGELICA CREEK,  Facility Carried by Structure: OLEAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.8 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: 26.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,055,000,  Roadway Improvement Cost: $618,000,  Total Project Cost: $1,672,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 304779,  Location: 1.4 MI W OF ANGELICA (Lat: 42.308572,  Lng: -78.042889),  Route carried "on" structure: Alternate County highway ,  Year Built: 1939,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 753 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 785 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BAKER CREEK,  Facility Carried by Structure: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.170,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.52m (8.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,017,000,  Roadway Improvement Cost: $596,000,  Total Project Cost: $1,613,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 30478,  Location: 1.1 MI W OF ANGELICA (Lat: 42.310469,  Lng: -78.037467),  Route carried "on" structure: County highway ,  Year Built: 1939,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 753 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 785 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ANGELICA CREEK,  Facility Carried by Structure: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.652,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,204,000,  Roadway Improvement Cost: $705,000,  Total Project Cost: $1,909,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 304781,  Location: .8 MILE WEST OF ANGELICA (Lat: 42.311733,  Lng: -78.031142),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 902 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 940 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ANGELICA CREEK,  Facility Carried by Structure: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.216,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.8m (156.8ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.35m (27.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,339,000,  Roadway Improvement Cost: $2,541,000,  Total Project Cost: $6,880,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 304969,  Location: 2.6 MI NORTH OF ANGELICA (Lat: 42.342911,  Lng: -78.017081),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 759 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 791 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: N BR BAKER CREEK,  Facility Carried by Structure: COUNTY ROAD 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.409,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $437,000,  Roadway Improvement Cost: $256,000,  Total Project Cost: $692,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 332997,  Location: 1.5 MI E OF ANGELICA (Lat: 42.301069,  Lng: -77.987544),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 201 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 281 (year 2039),  Design Load: HS 20,  Features Intersected: ANGELICA CREEK,  Facility Carried by Structure: COUNTY ROAD 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  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: 31.0m (101.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 82.6 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: 48.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,341,000,  Roadway Improvement Cost: $785,000,  Total Project Cost: $2,127,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 332998,  Location: 2.3 MI SW OF ANGELICA (Lat: 42.295519,  Lng: -78.057450),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 234 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 328 (year 2038),  Design Load: HL 93,  Features Intersected: ANGELICA CREEK,  Facility Carried by Structure: COUNTY ROAD 43
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 3.121,  Lanes on structure: 2,  Owner: County 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: 39.6m (129.9ft),  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,  Inventory Rating: 64.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,068,000,  Roadway Improvement Cost: $625,000,  Total Project Cost: $1,693,000 ( 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: 333,  Location: 2.3 MI E OF ANGELICA (Lat: 42.298631,  Lng: -77.978083),  Route carried "on" structure: County highway ,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 201 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 281 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: TRIB ANGELICA CRK,  Facility Carried by Structure: COUNTY ROAD 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  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: 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: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $542,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $859,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33576,  Location: 2.7 MI NW OF BELMONT (Lat: 42.264078,  Lng: -78.052078),  Route carried "on" structure: County highway ,  Year Built: 1959,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 586 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 820 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: GENESEE RIVER,  Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.464,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 62.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $2,026,000,  Roadway Improvement Cost: $1,186,000,  Total Project Cost: $3,212,000 ( 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: 335761,  Location: 2.3 MI SW OF ANGELICA (Lat: 42.288817,  Lng: -78.052731),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 234 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 328 (year 2038),  Design Load: HS 20,  Features Intersected: TRIB ANGELICA CRK,  Facility Carried by Structure: COUNTY ROAD 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $190,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $302,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1061671,  Location: 0.8 MI E JCT RTS 17 + 19 (Lat: 42.270858,  Lng: -78.051508),  Route carried "under" structure: Bypass Other road ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 117 (year 2018),  Truck Traffic: 5%,  Features Intersected: CAMP ROAD,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 1061672,  Location: 0.8 MI E JCT RTS 17 + 19 (Lat: 42.270158,  Lng: -78.050994),  Route carried "under" structure: Bypass Other road ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 117 (year 2018),  Truck Traffic: 5%,  Features Intersected: CAMP ROAD,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 1062211,  Location: 6.9 MI NE JCT RTS 17 + 19 (Lat: 42.299483,  Lng: -78.025983),  Route carried "under" structure: Interstate 86,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,116 (year 2000),  Features Intersected: RTE I86,  Facility Carried by Structure: OLEAN ST (CR 20)
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 29.187,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 1062212,  Location: 6.9 MI NE JCT RTS 17 + 19 (Lat: 42.298747,  Lng: -78.026061),  Route carried "under" structure: Interstate 86,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,116 (year 2000),  Features Intersected: RTE I86,  Facility Carried by Structure: OLEAN ST (CR 20)
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 29.187,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 1062221,  Location: 7 MILES NE JCT I86 & SR19 (Lat: 42.300644,  Lng: -78.012686),  Route carried "under" structure: Other road ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 610 (year 2018),  Truck Traffic: 5%,  Features Intersected: PEACOCK HILL ROAD,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 1062222,  Location: 7 MILES NE JCT I86 & SR19 (Lat: 42.300144,  Lng: -78.012639),  Route carried "under" structure: Other road ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 610 (year 2018),  Truck Traffic: 5%,  Features Intersected: PEACOCK HILL ROAD,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 106223,  Location: JCT CR 2 & I86 - ANGELICA (Lat: 42.299500,  Lng: -77.959497),  Route carried "under" structure: Interstate 86,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 28,252 (year 1999),  Features Intersected: 86I 17 6103 2218, RTE I8,  Facility Carried by Structure: CR 2 Karr Valley R
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 35.124,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)