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

Find on map >>   Show street view

Structure Number: 101462,  Location: 3.8 MI N JCT RTS 18 & 104 (Lat: 43.228928,  Lng: -79.017644),  Route carried "on" structure: State highway 18,  Year Built: 1965,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,412 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,547 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.932,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $277,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $440,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 101463,  Location: 0.8 MI N JCT RTS 18 + 93 (Lat: 43.268158,  Lng: -79.004061),  Route carried "on" structure: State highway 18,  Year Built: 1967,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 897 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 946 (year 2040),  Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.631,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,295,000,  Roadway Improvement Cost: $759,000,  Total Project Cost: $2,054,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 101464,  Location: 2.7 MI E JCT RTS 18 + 18F (Lat: 43.283461,  Lng: -78.956019),  Route carried "on" structure: State highway 18,  Year Built: 1989,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,526 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,609 (year 2040),  Design Load: HS 20,  Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.927,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.3 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $858,000,  Roadway Improvement Cost: $502,000,  Total Project Cost: $1,360,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1014871,  Location: JCT RT 18F & NIAGARA PKWY (Lat: 43.264647,  Lng: -79.046122),  Route carried "on" structure: Other road 957A,  Year Built: 1967,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 264 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 306 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 18F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.464,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,233,000,  Roadway Improvement Cost: $1,308,000,  Total Project Cost: $3,540,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1014872,  Location: JCT RT 18F & NIAGARA PKWY (Lat: 43.264850,  Lng: -79.045900),  Route carried "on" structure: Other road 957A,  Year Built: 1967,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 264 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 306 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 18F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.464,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,085,000,  Roadway Improvement Cost: $1,221,000,  Total Project Cost: $3,306,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 101488,  Location: .2 MI N JCT SH 18 & SH18F (Lat: 43.270272,  Lng: -79.006583),  Route carried "on" structure: Alternate State highway 18F,  Year Built: 1967,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 346 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 365 (year 2040),  Design Load: HS 20,  Features Intersected: ROBERT MOSES PKWY EB, RO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.511,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.6m (116.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 85.3 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.22m (23.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,793,000,  Roadway Improvement Cost: $1,635,000,  Total Project Cost: $4,428,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1034651,  Location: 1.0 MI E JCT RTS 93 & 18F (Lat: 43.253544,  Lng: -79.031336),  Route carried "on" structure: Other road 957A,  Year Built: 1965,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 659 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 763 (year 2040),  Features Intersected: RTE 93
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.211,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.4 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,164,000,  Roadway Improvement Cost: $1,267,000,  Total Project Cost: $3,431,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1034652,  Location: 1.0 MI E JCT RTS 93 & 18F (Lat: 43.253747,  Lng: -79.030419),  Route carried "on" structure: Other road 957A,  Year Built: 1965,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 1,491 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,728 (year 2040),  Features Intersected: RTE 93, LOCKPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.195,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.6m (116.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.4 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.71m (12.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,205,000,  Roadway Improvement Cost: $1,291,000,  Total Project Cost: $3,496,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 103467,  Location: 0.1 MI E JCT RTS 93 & 18 (Lat: 43.257944,  Lng: -79.006922),  Route carried "on" structure: State highway 93,  Year Built: 1934,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,756 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,773 (year 2040),  Design Load: HS 20,  Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.636,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,026,000,  Roadway Improvement Cost: $601,000,  Total Project Cost: $1,626,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 103468,  Location: 2.9 MI E JCT RTS 93 + 18 (Lat: 43.248744,  Lng: -78.953331),  Route carried "on" structure: State highway 93,  Year Built: 1932,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,518 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,533 (year 2040),  Features Intersected: SIXMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.109,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 20.4 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: 15.6 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $364,000,  Roadway Improvement Cost: $213,000,  Total Project Cost: $577,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 103469,  Location: 3.7 MI E JCT RTS 93 + 18 (Lat: 43.245239,  Lng: -78.937336),  Route carried "on" structure: State highway 93,  Year Built: 2021,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 1,518 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,533 (year 2040),  Features Intersected: TWELVEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.477,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 75.3 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $690,000,  Roadway Improvement Cost: $404,000,  Total Project Cost: $1,094,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1034702,  Location: 5.5 MI E JCT RTS 93 + 18 (Lat: 43.237331,  Lng: -78.904819),  Route carried "on" structure: State highway 93,  Year Built: 2021,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,069 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,079 (year 2040),  Features Intersected: BR TWELVEMILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.228,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 61.9 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: 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $461,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 1068321,  Location: 1.2 MI SE OF YOUNGSTOWN (Lat: 43.241389,  Lng: -79.031856),  Route carried "on" structure: State highway 957A,  Year Built: 1965,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 2,223 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,576 (year 2040),  Design Load: HS 20,  Features Intersected: BLAIRVLLE RD-CR86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.069,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,084,000,  Roadway Improvement Cost: $1,220,000,  Total Project Cost: $3,304,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1068322,  Location: 1.2 MI SE OF YOUNGSTOWN (Lat: 43.241225,  Lng: -79.031386),  Route carried "on" structure: State highway 957A,  Year Built: 1965,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 2,223 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,576 (year 2040),  Design Load: HS 20,  Features Intersected: BLAIRVLLE RD-CR86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.069,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,070,000,  Roadway Improvement Cost: $1,212,000,  Total Project Cost: $3,282,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 106834,  Location: 1.1 MI NE YOUNGSTOWN (Lat: 43.262583,  Lng: -79.033294),  Route carried "on" structure: Other road 957A,  Year Built: 1967,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 894 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,035 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 957A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.273,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.6m (116.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,331,000,  Roadway Improvement Cost: $1,365,000,  Total Project Cost: $3,696,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1068351,  Location: 2.8 MI NE OF YOUNGSTOWN (Lat: 43.271075,  Lng: -79.003056),  Route carried "on" structure: Other road 957A,  Year Built: 1967,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 447 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 471 (year 2040),  Design Load: HS 20,  Features Intersected: FOURMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.750,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.0 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: 61.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,066,000,  Roadway Improvement Cost: $1,210,000,  Total Project Cost: $3,276,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1068352,  Location: 2.8 MI NE OF YOUNGSTOWN (Lat: 43.270650,  Lng: -79.003428),  Route carried "on" structure: Other road 957A,  Year Built: 1967,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 447 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 471 (year 2040),  Design Load: HS 20,  Features Intersected: FOURMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.750,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 2.83m (9.28ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,286,000,  Roadway Improvement Cost: $1,339,000,  Total Project Cost: $3,624,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1068361,  Location: 3.1 MI NE YOUNGSTOWN (Lat: 43.272092,  Lng: -78.996281),  Route carried "on" structure: State highway 957A,  Year Built: 1967,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 435 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 459 (year 2040),  Design Load: HS 20,  Features Intersected: PARK-ENTRANCE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.330,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,814,000,  Roadway Improvement Cost: $1,062,000,  Total Project Cost: $2,875,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1068362,  Location: 3.1 MI NE YOUNGSTOWN (Lat: 43.271750,  Lng: -78.996283),  Route carried "on" structure: State highway 957A,  Year Built: 1967,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 435 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 459 (year 2040),  Design Load: HS 20,  Features Intersected: PARK-ENTRANCE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.330,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,813,000,  Roadway Improvement Cost: $1,062,000,  Total Project Cost: $2,875,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 221358,  Location: 1.4 MI W OF RANSOMVILLE (Lat: 43.229111,  Lng: -78.935142),  Route carried "on" structure: Other road ,  Year Built: 1995,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 987 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,382 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: BR TWELVEMILE CRK,  Facility Carried by Structure: DICKERSONVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Excellent,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $312,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $495,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 227065,  Location: New Rd, E of Ransomville (Lat: 43.242086,  Lng: -78.905122),  Route carried "on" structure: Other road ,  Year Built: 1995,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 936 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,310 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BEAVER CREEK,  Facility Carried by Structure: NEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.8 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: Better than 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: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $609,000,  Roadway Improvement Cost: $357,000,  Total Project Cost: $966,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 332887,  Location: 1.3 MI SW OF RANSOMVILLE (Lat: 43.231414,  Lng: -78.933161),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 495 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 693 (year 2037),  Design Load: HS 20,  Features Intersected: TWELVEMILE CREEK,  Facility Carried by Structure: BALMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.887,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $304,000,  Total Project Cost: $823,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 332892,  Location: 1.9 MI NW OF RANSOMVILLE (Lat: 43.254439,  Lng: -78.936850),  Route carried "on" structure: Other road ,  Year Built: 1948,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 373 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 522 (year 2037),  Design Load: H 15,  Features Intersected: TWELVEMILE CREEK,  Facility Carried by Structure: BRALEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $613,000,  Roadway Improvement Cost: $359,000,  Total Project Cost: $972,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 332945,  Location: 2.5 MI W OF RANSOMVILLE (Lat: 43.261622,  Lng: -78.953481),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 321 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 449 (year 2038),  Design Load: HL 93,  Features Intersected: SIXMILE CREEK,  Facility Carried by Structure: PORTER CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.509,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 78.0 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $233,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 332948,  Location: 1.4 MI N OF RANSOMVILLE (Lat: 43.259339,  Lng: -78.909511),  Route carried "on" structure: County highway ,  Year Built: 1933,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,016 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,026 (year 2040),  Design Load: H 20,  Features Intersected: TWELVEMILE CREEK,  Facility Carried by Structure: RANSOMVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.999,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 22.4 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: 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $524,000,  Roadway Improvement Cost: $307,000,  Total Project Cost: $831,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 332974,  Location: 3 MI EAST OF YOUNGSTOWN (Lat: 43.271439,  Lng: -78.957583),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 329 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 461 (year 2038),  Design Load: H 20,  Features Intersected: SIXMILE CREEK,  Facility Carried by Structure: YOUNGSTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.312,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Very good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $194,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $308,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 1014871,  Location: JCT RT 18F & NIAGARA PKWY (Lat: 43.264647,  Lng: -79.046122),  Route carried "under" structure: County highway 18F,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 880 (year 1977),  Features Intersected: RTE 18F,  Facility Carried by Structure: RTE 957A
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 12.084,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

Find on map >>   Show street view

Structure Number: 1014872,  Location: JCT RT 18F & NIAGARA PKWY (Lat: 43.264850,  Lng: -79.045900),  Route carried "under" structure: County highway 18F,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 880 (year 1977),  Features Intersected: RTE 18F,  Facility Carried by Structure: RTE 957A
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 12.084,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

Find on map >>   Show street view

Structure Number: 101488,  Location: .2 MI N JCT SH 18 & SH18F (Lat: 43.270272,  Lng: -79.006583),  Route carried "under" structure: Other road ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 610 (year 1973),  Features Intersected: ROBERT MOSES PKWY EB, RO,  Facility Carried by Structure: RTE 18F
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 17.538,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

Find on map >>   Show street view

Structure Number: 1034652,  Location: 1.0 MI E JCT RTS 93 & 18F (Lat: 43.253747,  Lng: -79.030419),  Route carried "under" structure: State highway 93,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 764 (year 2018),  Truck Traffic: 4%,  Features Intersected: RTE 93, LOCKPORT RD,  Facility Carried by Structure: RTE 957A
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

Find on map >>   Show street view

Structure Number: 1034652,  Location: 1.0 MI E JCT RTS 93 & 18F (Lat: 43.253747,  Lng: -79.030419),  Route carried "under" structure: State highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RTE 93, LOCKPORT RD,  Facility Carried by Structure: RTE 957A
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

Find on map >>   Show street view

Structure Number: 1068321,  Location: 1.2 MI SE OF YOUNGSTOWN (Lat: 43.241389,  Lng: -79.031856),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 389 (year 2020),  Truck Traffic: 4%,  Features Intersected: BLAIRVLLE RD-CR86,  Facility Carried by Structure: RTE 957A
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

Find on map >>   Show street view

Structure Number: 1068322,  Location: 1.2 MI SE OF YOUNGSTOWN (Lat: 43.241225,  Lng: -79.031386),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 389 (year 2020),  Truck Traffic: 4%,  Features Intersected: BLAIRVLLE RD-CR86,  Facility Carried by Structure: RTE 957A
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

Find on map >>   Show street view

Structure Number: 106834,  Location: 1.1 MI NE YOUNGSTOWN (Lat: 43.262583,  Lng: -79.033294),  Route carried "under" structure: State lands road 957A,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2021),  Features Intersected: RTE 957A
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

Find on map >>   Show street view

Structure Number: 1068361,  Location: 3.1 MI NE YOUNGSTOWN (Lat: 43.272092,  Lng: -78.996281),  Route carried "under" structure: State lands road ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 610 (year 2021),  Features Intersected: PARK-ENTRANCE RD.,  Facility Carried by Structure: RTE 957A
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

Find on map >>   Show street view

Structure Number: 1068362,  Location: 3.1 MI NE YOUNGSTOWN (Lat: 43.271750,  Lng: -78.996283),  Route carried "under" structure: State lands road ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 610 (year 2021),  Features Intersected: PARK-ENTRANCE RD,  Facility Carried by Structure: RTE 957A
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)