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

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Structure Number: 101137,  Location: 0.6 MI NW JCT RTS 17 +415 (Lat: 42.394933,  Lng: -77.405314),  Route carried "on" structure: State highway 415,  Year Built: 2019,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 2,076 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,165 (year 2040),  Design Load: HL 93,  Features Intersected: SALMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.363,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 76.2 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $889,000,  Roadway Improvement Cost: $521,000,  Total Project Cost: $1,410,000 ( 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: 101138,  Location: JCT SR 415 & COHOCTON RIV (Lat: 42.392258,  Lng: -77.400919),  Route carried "on" structure: State highway 415,  Year Built: 1991,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 2,076 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,165 (year 2040),  Design Load: HS 20,  Features Intersected: COHOCTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.815,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.18m (36.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,570,000,  Roadway Improvement Cost: $2,091,000,  Total Project Cost: $5,661,000 ( 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: 101139,  Location: .3 MILE NW OF AVOCA (Lat: 42.411597,  Lng: -77.426864),  Route carried "on" structure: State highway 415,  Year Built: 2008,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 1,526 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,591 (year 2040),  Design Load: H 20,  Features Intersected: COHOCTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.098,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.05m (29.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,943,000,  Roadway Improvement Cost: $1,724,000,  Total Project Cost: $4,667,000 ( 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: 10114,  Location: 0.5 MI S OF WALLACE (Lat: 42.433233,  Lng: -77.456167),  Route carried "on" structure: State highway 415,  Year Built: 1961,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,327 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,384 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NEIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.541,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,260,000,  Roadway Improvement Cost: $738,000,  Total Project Cost: $1,998,000 ( 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: 101141,  Location: 0.1 MI S OF WALLACE (Lat: 42.437572,  Lng: -77.458156),  Route carried "on" structure: State highway 415,  Year Built: 2003,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 1,327 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,384 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: COHOCTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.072,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 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 minimum 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: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,004,000,  Roadway Improvement Cost: $588,000,  Total Project Cost: $1,592,000 ( 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: 101142,  Location: N END OF WALLACE RTE 415 (Lat: 42.447531,  Lng: -77.460478),  Route carried "on" structure: State highway 415,  Year Built: 1970,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,327 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,384 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TWELVE MILE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.214,  Lanes on 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: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.3 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: 45.0 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 minimum criteria,  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: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,336,000,  Roadway Improvement Cost: $782,000,  Total Project Cost: $2,119,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1061591,  Location: JCT RTS 17 + 415 (Lat: 42.389008,  Lng: -77.400214),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 3,893 (year 2013),  Truck Traffic: 27%,  Design Load: HS 20+Mod,  Features Intersected: RTE 415
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.148,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.2 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: 40.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,647,000,  Roadway Improvement Cost: $964,000,  Total Project Cost: $2,611,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1061592,  Location: JCT RTS 17 + 415 (Lat: 42.388739,  Lng: -77.400025),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 3,334 (year 2018),  Truck Traffic: 22%,  Average Future Daily Traffic: 6,219 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 415
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.083,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.2 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: 40.2 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,647,000,  Roadway Improvement Cost: $964,000,  Total Project Cost: $2,611,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1061601,  Location: .4 MI E JCT I86 & SR 415 (Lat: 42.389317,  Lng: -77.395342),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 3,893 (year 2013),  Truck Traffic: 27%,  Design Load: HS 20+Mod,  Features Intersected: B & H RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.550,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,867,000,  Roadway Improvement Cost: $1,094,000,  Total Project Cost: $2,961,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1061602,  Location: .4 MI E JCT I86 & SR 415 (Lat: 42.389019,  Lng: -77.394956),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 3,334 (year 2018),  Truck Traffic: 22%,  Average Future Daily Traffic: 6,219 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: B & H RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.486,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,806,000,  Roadway Improvement Cost: $1,057,000,  Total Project Cost: $2,863,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1061691,  Location: 0.5 MI. W JCT RTS 17+390 (Lat: 42.389547,  Lng: -77.391614),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 12.77m (41.90ft),  Average Daily Traffic: 3,893 (year 2013),  Truck Traffic: 27%,  Design Load: HS 20+Mod,  Features Intersected: COHOCTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.840,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.77m (41.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $6,250,000,  Roadway Improvement Cost: $3,660,000,  Total Project Cost: $9,909,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1061692,  Location: 0.5 MI. W JCT RTS 17+390 (Lat: 42.389242,  Lng: -77.391156),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 3,334 (year 2018),  Truck Traffic: 22%,  Average Future Daily Traffic: 6,219 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COHOCTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.759,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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: 3,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.03m (36.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,708,000,  Roadway Improvement Cost: $2,171,000,  Total Project Cost: $5,880,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1061851,  Location: 0.8 MI SW JCT RTS 17 +415 (Lat: 42.384842,  Lng: -77.413306),  Route carried "on" structure: Interstate 86,  Year Built: 1970,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 3,893 (year 2013),  Truck Traffic: 27%,  Design Load: HS 20+Mod,  Features Intersected: GOFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.925,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,014,000,  Roadway Improvement Cost: $594,000,  Total Project Cost: $1,608,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1061852,  Location: 0.8 MI SW JCT RTS 17 +415 (Lat: 42.384647,  Lng: -77.413003),  Route carried "on" structure: Interstate 86,  Year Built: 1970,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 3,334 (year 2018),  Truck Traffic: 22%,  Average Future Daily Traffic: 6,219 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GOFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.861,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.6 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,014,000,  Roadway Improvement Cost: $594,000,  Total Project Cost: $1,608,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1061901,  Location: 2.4 MI W JCT SR17 & SR415 (Lat: 42.371692,  Lng: -77.435397),  Route carried "on" structure: Interstate 86,  Year Built: 1970,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 3,893 (year 2013),  Truck Traffic: 27%,  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD 70A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.463,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,763,000,  Roadway Improvement Cost: $1,618,000,  Total Project Cost: $4,381,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1061902,  Location: 2.4 MI W JCT RTS 17 + 415 (Lat: 42.371133,  Lng: -77.435897),  Route carried "on" structure: Interstate 86,  Year Built: 1970,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 3,334 (year 2018),  Truck Traffic: 22%,  Average Future Daily Traffic: 6,219 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CO RD 70A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.415,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 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: 34.0 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,763,000,  Roadway Improvement Cost: $1,618,000,  Total Project Cost: $4,381,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 106216,  Location: JCT I86 & I390 (Lat: 42.389847,  Lng: -77.386594),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 12.77m (41.90ft),  Average Daily Traffic: 7,785 (year 2013),  Truck Traffic: 27%,  Average Future Daily Traffic: 10,899 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: 390I 390I 64011007 (NB),
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.194,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 65.2m (213.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: 12.77m (41.90ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $4,057,000,  Roadway Improvement Cost: $2,376,000,  Total Project Cost: $6,433,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 109055,  Location: .7 MI NW JCT I86 & SR 53 (Lat: 42.387031,  Lng: -77.380450),  Route carried "on" structure: Ramp Interstate 86,  Year Built: 1971,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 101 (year 2018),  Truck Traffic: 33%,  Average Future Daily Traffic: 188 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 390I 390I 64011003 (NB),
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $2,028,000,  Roadway Improvement Cost: $1,187,000,  Total Project Cost: $3,215,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 109056,  Location: 1.2 MI SE OF AVOCA (Lat: 42.400869,  Lng: -77.405828),  Route carried "on" structure: Ramp State highway 961J,  Year Built: 1973,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 1,566 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,633 (year 2040),  Design Load: HS 20,  Features Intersected: 390I390I64011019 NB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.611,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.73m (22.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $4,225,000,  Roadway Improvement Cost: $2,474,000,  Total Project Cost: $6,700,000 ( 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: 109057,  Location: 1.3 MI SE OF AVOCA (Lat: 42.399131,  Lng: -77.408328),  Route carried "on" structure: Ramp State highway 961J,  Year Built: 1973,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 1,566 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,633 (year 2040),  Design Load: HS 20,  Features Intersected: B & H RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,559,000,  Roadway Improvement Cost: $913,000,  Total Project Cost: $2,472,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1090581,  Location: NE END OF AVOCA (Lat: 42.415619,  Lng: -77.415044),  Route carried "on" structure: Interstate 390,  Year Built: 1974,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 5,128 (year 2013),  Truck Traffic: 37%,  Design Load: HS 20,  Features Intersected: COUNTY ROAD 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.149,  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: 33.5m (109.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 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: 45.7 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: Better than 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: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,448,000,  Roadway Improvement Cost: $848,000,  Total Project Cost: $2,296,000 ( 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: 1090582,  Location: NE END OF AVOCA (Lat: 42.415850,  Lng: -77.414819),  Route carried "on" structure: Interstate 390,  Year Built: 1974,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 4,497 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 8,389 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.197,  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: 38.1m (125.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.8 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: 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: Better than 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: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,640,000,  Roadway Improvement Cost: $960,000,  Total Project Cost: $2,600,000 ( 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: 1090591,  Location: .7 MILE NW OF AVOCA (Lat: 42.420556,  Lng: -77.426408),  Route carried "on" structure: Interstate 390,  Year Built: 1974,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 5,128 (year 2013),  Truck Traffic: 37%,  Design Load: HS 20,  Features Intersected: COUNTY ROAD 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.291,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.7m (136.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.1 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: 58.6 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,579,000,  Roadway Improvement Cost: $1,510,000,  Total Project Cost: $4,089,000 ( 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: 1090592,  Location: .7 MILE NW OF AVOCA (Lat: 42.421072,  Lng: -77.426403),  Route carried "on" structure: Interstate 390,  Year Built: 1974,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 4,497 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 8,389 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.356,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.68m (12.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,310,000,  Roadway Improvement Cost: $1,353,000,  Total Project Cost: $3,663,000 ( 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: 10906,  Location: 1.4 MI NW OF AVOCA (Lat: 42.426811,  Lng: -77.434344),  Route carried "on" structure: Interstate 390,  Year Built: 1974,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 8,994 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 16,779 (year 2040),  Design Load: HS 20,  Features Intersected: TEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.224,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: September 2021,  Bridge Improvement Cost: $392,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $621,000 ( Estimate for 2021)

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Structure Number: 1090611,  Location: 1.5 MILES NW OF AVOCA (Lat: 42.427353,  Lng: -77.436019),  Route carried "on" structure: Interstate 390,  Year Built: 1974,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 5,128 (year 2013),  Truck Traffic: 37%,  Design Load: HS 20,  Features Intersected: COHOCTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.353,  Lanes on 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: 46.6m (152.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 62.6 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,957,000,  Roadway Improvement Cost: $1,146,000,  Total Project Cost: $3,103,000 ( 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: 1090612,  Location: 1.5 MILES NW OF AVOCA (Lat: 42.427817,  Lng: -77.435769),  Route carried "on" structure: Interstate 390,  Year Built: 1974,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 4,497 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 8,389 (year 2040),  Design Load: HS 20,  Features Intersected: COHOCTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.401,  Lanes on 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: 46.6m (152.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 63.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,938,000,  Roadway Improvement Cost: $1,135,000,  Total Project Cost: $3,072,000 ( 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: 1090621,  Location: .3 MILE SE OF WALLACE (Lat: 42.437189,  Lng: -77.453539),  Route carried "on" structure: Interstate 390,  Year Built: 1974,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 5,128 (year 2013),  Truck Traffic: 37%,  Design Load: HS 20,  Features Intersected: NEIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.171,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $961,000,  Roadway Improvement Cost: $563,000,  Total Project Cost: $1,524,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1090622,  Location: .3 MILE SE OF WALLACE (Lat: 42.437406,  Lng: -77.453261),  Route carried "on" structure: Interstate 390,  Year Built: 1974,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 4,497 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 8,389 (year 2040),  Design Load: HS 20,  Features Intersected: NEIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.236,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $980,000,  Roadway Improvement Cost: $574,000,  Total Project Cost: $1,553,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1090631,  Location: .2 MILE SOUTH OF WALLACE (Lat: 42.438064,  Lng: -77.455942),  Route carried "on" structure: Interstate 390,  Year Built: 1974,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 5,128 (year 2013),  Truck Traffic: 37%,  Features Intersected: COHOCTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.380,  Lanes on 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: 41.1m (134.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.8 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: 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 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: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,818,000,  Roadway Improvement Cost: $1,065,000,  Total Project Cost: $2,882,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1090632,  Location: .2 MILE SOUTH OF WALLACE (Lat: 42.438300,  Lng: -77.455697),  Route carried "on" structure: Interstate 390,  Year Built: 1974,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 4,497 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 8,389 (year 2040),  Design Load: HS 20,  Features Intersected: COHOCTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.461,  Lanes on 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: 41.1m (134.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 46.0 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 minimum criteria,  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: 4.23m (13.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,818,000,  Roadway Improvement Cost: $1,065,000,  Total Project Cost: $2,882,000 ( 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: 1090641,  Location: JCT I390 & SR 415 (Lat: 42.438953,  Lng: -77.458347),  Route carried "on" structure: Interstate 390,  Year Built: 1976,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 5,128 (year 2013),  Truck Traffic: 37%,  Design Load: HS 20,  Features Intersected: RTE 415
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.638,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.5 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: 17.8 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: Meets minimum limits,  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: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,693,000,  Roadway Improvement Cost: $991,000,  Total Project Cost: $2,685,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1090642,  Location: JCT I390 & SR 415 (Lat: 42.439283,  Lng: -77.458389),  Route carried "on" structure: Interstate 390,  Year Built: 1976,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 4,497 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 8,389 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 415
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.702,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 34.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,693,000,  Roadway Improvement Cost: $991,000,  Total Project Cost: $2,685,000 ( 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: 1090651,  Location: .3 MILE NW OF WALLACE (Lat: 42.440208,  Lng: -77.461772),  Route carried "on" structure: Interstate 390,  Year Built: 1976,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 13.05m (42.81ft),  Average Daily Traffic: 5,128 (year 2013),  Truck Traffic: 37%,  Design Load: HS 20,  Features Intersected: B & H RR, TWELVE MILE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.928,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.04m (42.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,900,000,  Roadway Improvement Cost: $2,869,000,  Total Project Cost: $7,770,000 ( 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: 1090652,  Location: .3 MILE NW OF WALLACE (Lat: 42.440683,  Lng: -77.462206),  Route carried "on" structure: Interstate 390,  Year Built: 1976,  Status: Open,  Structure Length: 12.92m (42.39ft),  Average Daily Traffic: 4,497 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 8,389 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: B & H RR, TWELVE MILE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.976,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.92m (42.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,789,000,  Roadway Improvement Cost: $2,804,000,  Total Project Cost: $7,593,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1090681,  Location: 3.6 MI S OF COHOCTON (Lat: 42.445219,  Lng: -77.473339),  Route carried "on" structure: Interstate 390,  Year Built: 1976,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 5,128 (year 2013),  Truck Traffic: 37%,  Design Load: HS 20,  Features Intersected: COHOCTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.973,  Lanes on 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: 39.6m (129.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.9 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: 37.6 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,673,000,  Roadway Improvement Cost: $980,000,  Total Project Cost: $2,653,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 221621,  Location: 0.7 MI NE OF WALLACE (Lat: 42.446283,  Lng: -77.448097),  Route carried "on" structure: Other road ,  Year Built: 1936,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 68 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 95 (year 2038),  Design Load: HS 20,  Features Intersected: WALLACE CREEK,  Facility Carried by Structure: OLMSTEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Fair,  Channel: Fair,  Operating Rating: 37.9 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: 29.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $479,000,  Roadway Improvement Cost: $280,000,  Total Project Cost: $759,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other