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

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Structure Number: 101168,  Location: 1.8 MI S JCT RTS 16 + 17 (Lat: 42.155089,  Lng: -78.397319),  Route carried "on" structure: State highway 16,  Year Built: 1947,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,501 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,569 (year 2040),  Features Intersected: SCOTT BRANCH CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.395,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $497,000,  Roadway Improvement Cost: $291,000,  Total Project Cost: $788,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101169,  Location: 0.5 MI S JCT RTS 16 & 17 (Lat: 42.169903,  Lng: -78.387767),  Route carried "on" structure: State highway 16,  Year Built: 1947,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 4,501 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,569 (year 2040),  Design Load: HS 20,  Features Intersected: OIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.326,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.7 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: 44.4 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: 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: November 2020,  Bridge Improvement Cost: $3,072,000,  Roadway Improvement Cost: $1,799,000,  Total Project Cost: $4,871,000 ( 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: 104774,  Location: 0.9 MI E JCT RTS 119+22 (Lat: 42.215814,  Lng: -78.326964),  Route carried "on" structure: State highway 446,  Year Built: 1969,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,622 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,638 (year 2040),  Design Load: HS 20,  Features Intersected: PAINTERLICK CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.565,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 77.3 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $284,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $450,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1078711,  Location: Cattaraugus County (Lat: 42.166822,  Lng: -78.397014),  Route carried "on" structure: Interstate 86,  Year Built: 2007,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,279 (year 2014),  Truck Traffic: 19%,  Design Load: HS 25 or greater,  Features Intersected: Gull Brook
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.901,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.2 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,003,000,  Roadway Improvement Cost: $588,000,  Total Project Cost: $1,591,000 ( 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: 1078712,  Location: Cattaraugus County (Lat: 42.166656,  Lng: -78.396556),  Route carried "on" structure: Interstate 86,  Year Built: 2006,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,036 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 5,643 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Gull Brook
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.901,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,118,000,  Roadway Improvement Cost: $655,000,  Total Project Cost: $1,773,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1090011,  Location: 0.4 MI E JCT RTS 17 + 16 (Lat: 42.177386,  Lng: -78.375861),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 4,534 (year 2014),  Truck Traffic: 18%,  Design Load: HS 20,  Features Intersected: OIL CREEK CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.025,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.3 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: 24.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.66m (18.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,022,000,  Roadway Improvement Cost: $1,184,000,  Total Project Cost: $3,205,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1090012,  Location: .4 MI EAST JCT I86 & SH16 (Lat: 42.177033,  Lng: -78.375858),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 4,133 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,922 (year 2040),  Design Load: HS 20,  Features Intersected: OIL CREEK CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.041,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.6 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: 24.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.66m (18.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,022,000,  Roadway Improvement Cost: $1,184,000,  Total Project Cost: $3,205,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109002,  Location: 0.7 MI E JCT RTS 17 + 16 (Lat: 42.178300,  Lng: -78.372053),  Route carried "on" structure: Other road ,  Year Built: 1972,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 175 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 245 (year 2036),  Design Load: HS 20,  Features Intersected: 86I 17 51125064, RTE I86,  Facility Carried by Structure: UNDERWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.703,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.3 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: 37.3 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 desirable 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: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,986,000,  Roadway Improvement Cost: $1,748,000,  Total Project Cost: $4,734,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1092131,  Location: 3.6 MI SW JCT RTS 17 + 16 (Lat: 42.130797,  Lng: -78.415131),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 5,279 (year 2014),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,980 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: UNION VALLEY ROAD, UNION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.621,  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: 37.7m (123.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 95.3 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,852,000,  Roadway Improvement Cost: $1,670,000,  Total Project Cost: $4,522,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 1092132,  Location: 3.6 MI SW JCT I86 & SH 16 (Lat: 42.130789,  Lng: -78.414786),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 5,036 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 5,643 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNION VALLEY ROAD, UNION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.621,  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: 37.7m (123.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 46.3 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: 36.0 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,657,000,  Roadway Improvement Cost: $1,556,000,  Total Project Cost: $4,212,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 1092141,  Location: 2.2 MI SW JCT RTS 17 + 16 (Lat: 42.150017,  Lng: -78.406808),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 5,279 (year 2014),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,980 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: FAY HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.890,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.2m (95.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.2 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: 48.0 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,163,000,  Roadway Improvement Cost: $1,267,000,  Total Project Cost: $3,430,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092142,  Location: 2.2 MI SW JCT I86 & SH 16 (Lat: 42.150114,  Lng: -78.405919),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 5,036 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 5,643 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FAY HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.890,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.2m (95.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.2 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: 48.3 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,048,000,  Roadway Improvement Cost: $1,199,000,  Total Project Cost: $3,247,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092151,  Location: 0.6 MI SW JCT RTS 17 + 16 (Lat: 42.170728,  Lng: -78.393036),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 5,279 (year 2014),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,980 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: GILE HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.432,  Lanes on structure: 2,  Lanes under 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: 1,  Length of Maximum Span: 29.2m (95.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.1 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: 50.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,052,000,  Roadway Improvement Cost: $1,201,000,  Total Project Cost: $3,253,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092152,  Location: .6 MI SW JCT I86 & SH 16 (Lat: 42.170525,  Lng: -78.392667),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 5,036 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 5,997 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GILE HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.432,  Lanes on structure: 2,  Lanes under 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: 1,  Length of Maximum Span: 29.2m (95.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 64.5 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: 49.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,052,000,  Roadway Improvement Cost: $1,201,000,  Total Project Cost: $3,253,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092161,  Location: 0.4 MI SW JCT RTS 17 + 16 (Lat: 42.173453,  Lng: -78.389617),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 5,279 (year 2014),  Truck Traffic: 19%,  Design Load: HS 20,  Features Intersected: ISCHUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.770,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.8 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: 39.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.85m (35.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $5,259,000,  Roadway Improvement Cost: $3,080,000,  Total Project Cost: $8,338,000 ( 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: 1092162,  Location: .4 MI SW JCT I86 & SH 16 (Lat: 42.172903,  Lng: -78.389783),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 5,036 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 5,997 (year 2040),  Design Load: HS 20,  Features Intersected: ISCHUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.802,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 86.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.90m (32.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,809,000,  Roadway Improvement Cost: $2,816,000,  Total Project Cost: $7,625,000 ( Estimate for 2021),  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: 1092171,  Location: JCT RTS 17 + 16 (Lat: 42.175778,  Lng: -78.382514),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 5,279 (year 2014),  Truck Traffic: 19%,  Design Load: HS 20+Mod,  Features Intersected: 16 16 51013057, RTE 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.430,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.1m (157.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.99m (16.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,313,000,  Roadway Improvement Cost: $1,940,000,  Total Project Cost: $5,252,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1092172,  Location: IN HINSDALE (Lat: 42.175386,  Lng: -78.382672),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 4,133 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,922 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 16 16 51013057, RTE 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.446,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.1m (157.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.99m (16.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,313,000,  Roadway Improvement Cost: $1,940,000,  Total Project Cost: $5,252,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 225859,  Location: 3.7 MI SE OF HINSDALE (Lat: 42.144122,  Lng: -78.322978),  Route carried "on" structure: Other road ,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 87 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 122 (year 2036),  Design Load: HS 15,  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: WILLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 4 degrees,  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: 7.4m (24.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $309,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $489,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332176,  Location: 4.1 MILES SE OF HUMPHREY (Lat: 42.195050,  Lng: -78.462533),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 407 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 411 (year 2040),  Design Load: HS 20,  Features Intersected: BR FIVE MILE CRK,  Facility Carried by Structure: FIVE MILE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.355,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 9.1m (29.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 51.8 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: 39.9 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $354,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $562,000 ( 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: 332177,  Location: .1 MILE NW OF HINSDALE (Lat: 42.168981,  Lng: -78.389792),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 4.01m (13.16ft),  Average Daily Traffic: 519 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 524 (year 2040),  Design Load: HL 93,  Features Intersected: ISCHUA CREEK,  Facility Carried by Structure: GILE HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.319,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.01m (13.16ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,545,000,  Roadway Improvement Cost: $905,000,  Total Project Cost: $2,449,000 ( 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: 332178,  Location: .8 MILE WEST OF HINSDALE (Lat: 42.168967,  Lng: -78.402589),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 478 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 482 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: GULL BROOK,  Facility Carried by Structure: GILE HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.031,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 79.1 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 desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $305,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $484,000 ( Estimate for 2021)

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Structure Number: 332179,  Location: 3.6 MI SE OF HINSDALE (Lat: 42.151792,  Lng: -78.323175),  Route carried "on" structure: Other road ,  Year Built: 1937,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 93 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 130 (year 2036),  Features Intersected: HASKELL CREEK,  Facility Carried by Structure: HEDDON HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 97.2 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: 76.1 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $934,000,  Roadway Improvement Cost: $547,000,  Total Project Cost: $1,482,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 33218,  Location: 0.4 MI EAST OF MAPLEHURST (Lat: 42.179764,  Lng: -78.373292),  Route carried "on" structure: Other road ,  Year Built: 1993,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 175 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 245 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: OIL CREEK,  Facility Carried by Structure: UNDERWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.944,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.6 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: 40.5 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 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: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $469,000,  Total Project Cost: $1,269,000 ( 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: 332183,  Location: 1.6 MI SW OF HINSDALE (Lat: 42.148817,  Lng: -78.405903),  Route carried "on" structure: Other road ,  Year Built: 2012,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 151 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 211 (year 2037),  Features Intersected: FAY HOLLOW BROOK,  Facility Carried by Structure: PENNSYLVANIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Owner: County 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: 12.2m (40.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,109,000,  Roadway Improvement Cost: $1,235,000,  Total Project Cost: $3,344,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332184,  Location: 1.4 MI SW OF HINSDALE (Lat: 42.150589,  Lng: -78.401783),  Route carried "on" structure: Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 864 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,210 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: OLEAN CREEK,  Facility Carried by Structure: FAY HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 38.9 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: 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: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $3,255,000,  Roadway Improvement Cost: $1,906,000,  Total Project Cost: $5,162,000 ( 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: 332185,  Location: 1.8 MI SW OF HINSDALE (Lat: 42.153581,  Lng: -78.416650),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 864 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,210 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FAY HOLLOW CREEK,  Facility Carried by Structure: FAY HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  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: July 2021,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $328,000 ( Estimate for 2021)

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Structure Number: 332187,  Location: 1.0 MI N OF MAPLEHURST (Lat: 42.193444,  Lng: -78.381069),  Route carried "on" structure: Other road ,  Year Built: 1980,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 64 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 90 (year 2038),  Design Load: HS 20,  Features Intersected: ISCHUA CREEK,  Facility Carried by Structure: KENT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  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: 2,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 22.7 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: 17.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,029,000,  Roadway Improvement Cost: $603,000,  Total Project Cost: $1,632,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 332189,  Location: .1 MILE SOUTH OF HINSDALE (Lat: 42.166883,  Lng: -78.387375),  Route carried "on" structure: Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 306 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 428 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WESTERN NY & PENN,  Facility Carried by Structure: FLANNIGAN HILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 13.4m (44.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 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: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $347,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $551,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109002,  Location: 0.7 MI E JCT RTS 17 + 16 (Lat: 42.178300,  Lng: -78.372053),  Route carried "under" structure: Interstate 86,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 9,147 (year 1998),  Features Intersected: 86I 17 51125064, RTE I86,  Facility Carried by Structure: UNDERWOOD ROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 10.314,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 1092131,  Location: 3.6 MI SW JCT RTS 17 + 16 (Lat: 42.130797,  Lng: -78.415131),  Route carried "under" structure: Other road ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 304 (year 2018),  Truck Traffic: 4%,  Features Intersected: UNION VALLEY ROAD, UNION,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 1092132,  Location: 3.6 MI SW JCT I86 & SH 16 (Lat: 42.130789,  Lng: -78.414786),  Route carried "under" structure: Other road ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 304 (year 2018),  Truck Traffic: 4%,  Features Intersected: UNION VALLEY ROAD, UNION,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 1092141,  Location: 2.2 MI SW JCT RTS 17 + 16 (Lat: 42.150017,  Lng: -78.406808),  Route carried "under" structure: Other road ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 432 (year 2020),  Truck Traffic: 6%,  Features Intersected: FAY HOLLOW ROAD,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.611,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 1092142,  Location: 2.2 MI SW JCT I86 & SH 16 (Lat: 42.150114,  Lng: -78.405919),  Route carried "under" structure: Other road ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 432 (year 2020),  Truck Traffic: 6%,  Features Intersected: FAY HOLLOW ROAD,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 1092151,  Location: 0.6 MI SW JCT RTS 17 + 16 (Lat: 42.170728,  Lng: -78.393036),  Route carried "under" structure: Other road ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 260 (year 2017),  Truck Traffic: 7%,  Features Intersected: GILE HOLLOW ROAD,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 7.900,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 1092152,  Location: .6 MI SW JCT I86 & SH 16 (Lat: 42.170525,  Lng: -78.392667),  Route carried "under" structure: Other road ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 260 (year 2017),  Truck Traffic: 7%,  Features Intersected: GILE HOLLOW ROAD,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 7.965,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 1092171,  Location: JCT RTS 17 + 16 (Lat: 42.175778,  Lng: -78.382514),  Route carried "under" structure: State highway 16,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 12,622 (year 1999),  Features Intersected: 16 16 51013057, RTE 16,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 9.203,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.1m (157.8ft)

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Structure Number: 1092172,  Location: IN HINSDALE (Lat: 42.175386,  Lng: -78.382672),  Route carried "under" structure: State highway 16,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 12,622 (year 1999),  Features Intersected: 16 16 51013057, RTE 16,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 9.155,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.1m (157.8ft)