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

Find on map >>   Show street view

Structure Number: 102443,  Location: 1.3 MI W OF NASHVILLE (Lat: 42.457958,  Lng: -79.101458),  Route carried "on" structure: State highway 39,  Year Built: 1991,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,541 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,625 (year 2040),  Design Load: HS 20,  Features Intersected: E BR SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.594,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Excellent,  Culverts: Fair,  Operating Rating: 77.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $197,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $313,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 104842,  Location: 1.8 MI NE OF FORESTVILLE (Lat: 42.493358,  Lng: -79.161567),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 592 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 597 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRIB WALNUT CREEK,  Facility Carried by Structure: COUNTY ROAD 85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.073,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 14.6m (47.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 73.5 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: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $818,000,  Roadway Improvement Cost: $479,000,  Total Project Cost: $1,298,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 104843,  Location: 3.2 MI NE OF FORESTVILLE (Lat: 42.514075,  Lng: -79.160450),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 991 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,000 (year 2040),  Design Load: HS 20,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CR 85 BENNET STATE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.422,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,471,000,  Roadway Improvement Cost: $1,447,000,  Total Project Cost: $3,918,000 ( 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: 107466,  Location: 2.4 MI SW RTE 5 & CATT.CK (Lat: 42.552131,  Lng: -79.143203),  Route carried "on" structure: State highway 5,  Year Built: 1992,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 11,812 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,924 (year 2040),  Design Load: HS 20,  Features Intersected: HALFWAY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.799,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $411,000,  Roadway Improvement Cost: $241,000,  Total Project Cost: $651,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 221257,  Location: 1 MI WEST OF IRVING (Lat: 42.562842,  Lng: -79.129097),  Route carried "on" structure: Other road ,  Year Built: 2019,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 278 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 389 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TB CATTARAUGUS CK,  Facility Carried by Structure: TRIANGLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 60.3 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: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $710,000,  Roadway Improvement Cost: $416,000,  Total Project Cost: $1,126,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 221259,  Location: 0.1 MI N OF FORESTVILLE (Lat: 42.477692,  Lng: -79.172831),  Route carried "on" structure: Other road ,  Year Built: 2013,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 105 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 147 (year 2036),  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: MIXER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  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: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $515,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $817,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 332475,  Location: 1.7 MI SE OF SMITH MILLS (Lat: 42.491017,  Lng: -79.076814),  Route carried "on" structure: Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 299 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 419 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: ALLEGHANY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.162,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 14.0m (45.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.6 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: 55.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $520,000,  Roadway Improvement Cost: $304,000,  Total Project Cost: $824,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 332476,  Location: 1.1 MI SW OF FORESTVILLE (Lat: 42.445800,  Lng: -79.188992),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 460 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 644 (year 2038),  Design Load: HS 20,  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: COUNTY ROAD 307
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.195,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Poor,  Operating Rating: 53.1 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: 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: Meets minimum limits,  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: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,025,000,  Roadway Improvement Cost: $600,000,  Total Project Cost: $1,624,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

Find on map >>   Show street view

Structure Number: 332477,  Location: 0.9 MI SE OF SMITH MILLS (Lat: 42.499514,  Lng: -79.090308),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 299 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 419 (year 2040),  Design Load: HS 20,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: ALLEGHANY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.643,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 10.3m (33.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.0 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: 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: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $366,000,  Total Project Cost: $991,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 332478,  Location: 1.6 MI S OF SILVER CREEK (Lat: 42.512981,  Lng: -79.143594),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,793 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,810 (year 2040),  Features Intersected: SILVER CREEK,  Facility Carried by Structure: COUNTY ROAD 89
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.974,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.0m (210.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.2 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: 38.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,522,000,  Roadway Improvement Cost: $1,477,000,  Total Project Cost: $3,999,000 ( 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: 332479,  Location: 1.2 MI NE OF FORESTVILLE (Lat: 42.492036,  Lng: -79.160511),  Route carried "on" structure: Other road ,  Year Built: 1937,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 414 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 580 (year 2037),  Features Intersected: TRIB WALNUT CREEK,  Facility Carried by Structure: KING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.8 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: 57.7 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: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $592,000,  Roadway Improvement Cost: $346,000,  Total Project Cost: $938,000 ( 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: 33248,  Location: IN SMITH MILLS (Lat: 42.503544,  Lng: -79.105633),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 1,575 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,590 (year 2040),  Design Load: HS 20,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: COUNTY ROAD 93
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.981,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.7m (159.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.93m (16.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,010,000,  Roadway Improvement Cost: $1,177,000,  Total Project Cost: $3,188,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 332481,  Location: 1.1 MI N OF FORESTVILLE (Lat: 42.492203,  Lng: -79.163886),  Route carried "on" structure: County highway ,  Year Built: 1958,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 456 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 638 (year 2036),  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: CR 84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.254,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $624,000,  Roadway Improvement Cost: $365,000,  Total Project Cost: $989,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 332482,  Location: 1.6 MI N OF NASHVILLE (Lat: 42.481864,  Lng: -79.076889),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 138 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 193 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TRIB SILVER CREEK,  Facility Carried by Structure: ALLEGHANY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.068,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 56.2 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $274,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $434,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 332483,  Location: 0.4 MI SW OF FORESTVILLE (Lat: 42.458044,  Lng: -79.189269),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 368 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 515 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: LAONA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 70.3 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: 54.1 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: 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: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $516,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $818,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 332484,  Location: 2.23 MI S OF SILVER CREEK (Lat: 42.512314,  Lng: -79.172600),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 743 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,040 (year 2036),  Design Load: HS 20,  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: STEBBINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.512,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.3 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: 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: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,760,000,  Roadway Improvement Cost: $1,616,000,  Total Project Cost: $4,376,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 332485,  Location: 0.2 MILE E OF SMITH MILLS (Lat: 42.502050,  Lng: -79.101361),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 368 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 515 (year 2040),  Design Load: HS 20,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: KING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.615,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-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: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 78.9 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: Equal 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: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,141,000,  Roadway Improvement Cost: $668,000,  Total Project Cost: $1,809,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 332486,  Location: 1.3 MI NW OF NASHVILLE (Lat: 42.471617,  Lng: -79.093361),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 59 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 83 (year 2040),  Features Intersected: SILVER CREEK,  Facility Carried by Structure: HOPPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.294,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 83.9 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $725,000,  Roadway Improvement Cost: $425,000,  Total Project Cost: $1,149,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 332487,  Location: 0.7 MI NE OF FORESTVILLE (Lat: 42.483272,  Lng: -79.155731),  Route carried "on" structure: County highway ,  Year Built: 1952,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,264 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,276 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TRIB WALNUT CREEK,  Facility Carried by Structure: DENNISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 40.8 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: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $421,000,  Roadway Improvement Cost: $246,000,  Total Project Cost: $667,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 500131,  Location: 0.8 M SW JCT CATTA CR + 5 (Lat: 42.562511,  Lng: -79.116744),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1957,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 1,231 (year 2017),  Truck Traffic: 24%,  Average Future Daily Traffic: 1,242 (year 2040),  Features Intersected: RTE 20,  Facility Carried by Structure: 90IX EXIT 58 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,390,000,  Roadway Improvement Cost: $1,400,000,  Total Project Cost: $3,790,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 5511511,  Location: 4.3 MI SW OF SILVR CK INT (Lat: 42.512681,  Lng: -79.172439),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 12,354 (year 2014),  Truck Traffic: 28%,  Design Load: HS 20+Mod,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 739.979,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.89m (25.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $7,010,000,  Roadway Improvement Cost: $4,105,000,  Total Project Cost: $11,115,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 5511512,  Location: 4.3 MI SW OF SILVR CK INT (Lat: 42.512492,  Lng: -79.172539),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 9,195 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 10,951 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.149,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.89m (25.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $6,878,000,  Roadway Improvement Cost: $4,028,000,  Total Project Cost: $10,906,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 5511521,  Location: 3.3 MI SW OF SILVR CK INT (Lat: 42.517917,  Lng: -79.152831),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 12,354 (year 2014),  Truck Traffic: 28%,  Design Load: HS 20+Mod,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 738.225,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.71m (28.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $7,765,000,  Roadway Improvement Cost: $4,547,000,  Total Project Cost: $12,313,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 5511522,  Location: 3.3 MI SW OF SILVR CK INT (Lat: 42.517728,  Lng: -79.152706),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 9,195 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 10,951 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 59.919,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.77m (28.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $8,072,000,  Roadway Improvement Cost: $4,727,000,  Total Project Cost: $12,800,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 551153,  Location: 2.7 MI SW OF SILVR CK INT (Lat: 42.523283,  Lng: -79.143747),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,042 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,052 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CR 93 HANOVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,175,000,  Roadway Improvement Cost: $1,274,000,  Total Project Cost: $3,449,000 ( 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: 551154,  Location: 1 MI SW OF SILVER CRK INT (Lat: 42.540494,  Lng: -79.120781),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 3,061 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,091 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CR 95 ALLEGANY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.926,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,237,000,  Roadway Improvement Cost: $1,310,000,  Total Project Cost: $3,547,000 ( 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: 551155,  Location: EXIT 58 OF I90 (Lat: 42.551147,  Lng: -79.107686),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1955,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 1,162 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,383 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX WB, RTE I90,  Facility Carried by Structure: 90IX EXIT 58 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.158,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,059,000,  Roadway Improvement Cost: $1,791,000,  Total Project Cost: $4,850,000 ( 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: 551156,  Location: 0.3 MI NE OF SILVR CK INT (Lat: 42.554194,  Lng: -79.103992),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 19,694 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 23,455 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BUFFALO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.663,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft)

Condition: Culverts: Satisfactory,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,153,000,  Roadway Improvement Cost: $1,261,000,  Total Project Cost: $3,413,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 551157,  Location: 1.1 MI NE OF SILVR CK INT (Lat: 42.562700,  Lng: -79.094528),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 20.33m (66.70ft),  Average Daily Traffic: 19,739 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 23,509 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CATTARAUGUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 83.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.33m (66.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $23,649,000,  Roadway Improvement Cost: $13,849,000,  Total Project Cost: $37,497,000 ( 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: 600132,  Location: .1 MI SW JCT SH5/US20&438 (Lat: 42.568497,  Lng: -79.103675),  Route carried "on" structure: US 5,  Year Built: 2015,  Status: Open,  Structure Length: 16.70m (54.79ft),  Average Daily Traffic: 16,778 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,937 (year 2040),  Design Load: HL 93,  Features Intersected: CATTARAUGUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.436,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 66.1m (216.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 70.8 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.70m (54.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $10,631,000,  Roadway Improvement Cost: $6,225,000,  Total Project Cost: $16,856,000 ( 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: 104843,  Location: 3.2 MI NE OF FORESTVILLE (Lat: 42.514075,  Lng: -79.160450),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 13,300 (year 1973),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CR 85 BENNET STATE
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 738.949,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

Find on map >>   Show street view

Structure Number: 500131,  Location: 0.8 M SW JCT CATTA CR + 5 (Lat: 42.562511,  Lng: -79.116744),  Route carried "under" structure: US 20,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 14,870 (year 1999),  Features Intersected: RTE 20,  Facility Carried by Structure: 90IX EXIT 58 RAMP
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 65.293,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

Find on map >>   Show street view

Structure Number: 551153,  Location: 2.7 MI SW OF SILVR CK INT (Lat: 42.523283,  Lng: -79.143747),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 12,900 (year 1977),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CR 93 HANOVER RD
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 737.244,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

Find on map >>   Show street view

Structure Number: 551154,  Location: 1 MI SW OF SILVER CRK INT (Lat: 42.540494,  Lng: -79.120781),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 12,900 (year 1977),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CR 95 ALLEGANY RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 734.557,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

Find on map >>   Show street view

Structure Number: 551155,  Location: EXIT 58 OF I90 (Lat: 42.551147,  Lng: -79.107686),  Route carried "under" structure: Interstate 90,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 23,996 (year 2013),  Features Intersected: 90IX WB, RTE I90
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 732.964,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 551156,  Location: 0.3 MI NE OF SILVR CK INT (Lat: 42.554194,  Lng: -79.103992),  Route carried "under" structure: Other road ,  Year Built: 1956,  Structure Length: 0. m,  Features Intersected: BUFFALO RD,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.01m (13.16ft),  Kilometerpoint: 0.145,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 8.8m (28.9ft)