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

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Structure Number: 104493,  Location: 0.5 MI NW JCT RTS 290&257 (Lat: 43.057669,  Lng: -76.007419),  Route carried "on" structure: State highway 290,  Year Built: 2000,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 8,265 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,040 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LIMESTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.550,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 10.2m (33.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $813,000,  Roadway Improvement Cost: $476,000,  Total Project Cost: $1,288,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 220811,  Location: NE OF VILLAGE OF MINOA (Lat: 43.082228,  Lng: -75.991458),  Route carried "on" structure: Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 757 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,060 (year 2038),  Design Load: HS 20,  Features Intersected: LIMESTONE CREEK,  Facility Carried by Structure: EAST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: November 2017,  Bridge Improvement Cost: $483,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $765,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 220813,  Location: 4.8 MI NO. SH 5 - MANLIUS (Lat: 43.097589,  Lng: -75.999308),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 361 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 505 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: LIMESTONE CREEK,  Facility Carried by Structure: EAST MYERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.850,  Lanes on structure: 2,  Owner: Town or Township 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: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $810,000,  Roadway Improvement Cost: $474,000,  Total Project Cost: $1,284,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 320812,  Location: 1.2 MI S OF SCHEPPS CRNS (Lat: 43.097250,  Lng: -76.008556),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 416 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 582 (year 2037),  Design Load: HS 20,  Features Intersected: BUTTERNUT CREEK,  Facility Carried by Structure: WEST MYERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $642,000,  Roadway Improvement Cost: $376,000,  Total Project Cost: $1,018,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 331271,  Location: 3 MI N GREEN LAKES & SH 2 (Lat: 43.088275,  Lng: -75.993819),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 4,266 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,278 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LIMESTONE CREEK,  Facility Carried by Structure: KIRKVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.656,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 85.3 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: 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: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,415,000,  Roadway Improvement Cost: $829,000,  Total Project Cost: $2,243,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 331273,  Location: 1MI N KIRKVILLE CHTNGO R (Lat: 43.088831,  Lng: -75.953867),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,474 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,064 (year 2037),  Features Intersected: CHITTENANGO CREEK,  Facility Carried by Structure: NORTH KIRKVLLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.202,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 85.4 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,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $538,000,  Roadway Improvement Cost: $315,000,  Total Project Cost: $853,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 331274,  Location: .9 MI S OF SCHEPPS CORNRS (Lat: 43.102747,  Lng: -76.002444),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 2,386 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,400 (year 2040),  Design Load: HS 20,  Features Intersected: BUTTERNUT CREEK,  Facility Carried by Structure: SCHEPPS CORNRS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.6 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: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $696,000,  Roadway Improvement Cost: $407,000,  Total Project Cost: $1,103,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 331275,  Location: 1.5 MI SE EXIT 34A OF I90 (Lat: 43.085267,  Lng: -76.028833),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 2,379 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,326 (year 2040),  Features Intersected: BUTTERNUT CREEK,  Facility Carried by Structure: FREMONT ROAD
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 2.623,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 84.6 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $711,000,  Roadway Improvement Cost: $416,000,  Total Project Cost: $1,127,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 331276,  Location: 0.9 MI S SCHEPPS CORNERS (Lat: 43.104200,  Lng: -75.979272),  Route carried "on" structure: County highway ,  Year Built: 1923,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 2,453 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,434 (year 2038),  Features Intersected: LIMESTONE CREEK,  Facility Carried by Structure: NORTH MANLIUS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.027,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 48.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $944,000,  Roadway Improvement Cost: $553,000,  Total Project Cost: $1,497,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331277,  Location: 2.1 MI NE OF KIRKVILLE (Lat: 43.099797,  Lng: -75.975758),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 4,695 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,809 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CHITTENANGO CREEK,  Facility Carried by Structure: CR 5 FYLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 31.0m (101.7ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 68.0 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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $862,000,  Roadway Improvement Cost: $505,000,  Total Project Cost: $1,367,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 331288,  Location: 2.8 MI N OF MANLIUS (Lat: 43.067117,  Lng: -76.000056),  Route carried "on" structure: County highway ,  Year Built: 1957,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 3,195 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,881 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LIMESTONE CREEK,  Facility Carried by Structure: MINOA-MANLIUS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.464,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,336,000,  Roadway Improvement Cost: $782,000,  Total Project Cost: $2,119,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 331289,  Location: 2.8MI S OF SHEPPS CORNERS (Lat: 43.074286,  Lng: -76.000606),  Route carried "on" structure: County highway ,  Year Built: 1957,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 4,010 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,871 (year 2040),  Features Intersected: CSX TRANS/AMTRAK,  Facility Carried by Structure: COSTELLO PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,479,000,  Roadway Improvement Cost: $866,000,  Total Project Cost: $2,345,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 335821,  Location: 1.5 MI NE JCT I481 & SH 2 (Lat: 43.072014,  Lng: -76.030689),  Route carried "on" structure: County highway ,  Year Built: 1971,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 21.85m (71.69ft),  Average Daily Traffic: 9,462 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,494 (year 2040),  Design Load: HS 20,  Features Intersected: CSX RR / AMTRAK, CSX RR,  Facility Carried by Structure: FREMONT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.85m (71.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $5,092,000,  Roadway Improvement Cost: $2,982,000,  Total Project Cost: $8,074,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 404494,  Location: JCT OF RTS 290 + 257 (Lat: 43.053342,  Lng: -76.000494),  Route carried "on" structure: State highway 290,  Year Built: 2001,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 8,265 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,040 (year 2040),  Features Intersected: OLD ERIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.290,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $547,000,  Roadway Improvement Cost: $320,000,  Total Project Cost: $867,000 ( Estimate for 2021)

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Structure Number: 5510021,  Location: INT I90 < CHITTENANGO CRK (Lat: 43.093578,  Lng: -75.975903),  Route carried "on" structure: Interstate 90,  Year Built: 1950,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 19,091 (year 2014),  Truck Traffic: 18%,  Design Load: HS 20+Mod,  Features Intersected: CHITTENANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 439.514,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,562,000,  Roadway Improvement Cost: $915,000,  Total Project Cost: $2,476,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 5510022,  Location: INT I90 < CHITTENANGO CRK (Lat: 43.093333,  Lng: -75.975908),  Route carried "on" structure: Interstate 90,  Year Built: 1950,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 16,447 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 23,724 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHITTENANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.199,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,562,000,  Roadway Improvement Cost: $915,000,  Total Project Cost: $2,476,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 551003,  Location: .1MI W JCT 90I&CHITTGO CR (Lat: 43.093456,  Lng: -75.978628),  Route carried "on" structure: County highway ,  Year Built: 1953,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 2,587 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: N MANLIUS RD CR115
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.98m (26.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,724,000,  Roadway Improvement Cost: $1,009,000,  Total Project Cost: $2,733,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5510041,  Location: 2 MI E INTERCHANGE 34A (Lat: 43.094300,  Lng: -75.996058),  Route carried "on" structure: Interstate 90,  Year Built: 1950,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 19,091 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 26,727 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: LIMESTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 441.156,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 45.4 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: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,769,000,  Roadway Improvement Cost: $1,036,000,  Total Project Cost: $2,805,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 5510042,  Location: 2 MI E INTERCHANGE 34A (Lat: 43.094031,  Lng: -75.996111),  Route carried "on" structure: Interstate 90,  Year Built: 1950,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 16,447 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 18,436 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LIMESTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.558,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 85.3 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,769,000,  Roadway Improvement Cost: $1,036,000,  Total Project Cost: $2,805,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 551005,  Location: 2.0 MI E EXIT 34A ON I90 (Lat: 43.094128,  Lng: -76.001872),  Route carried "on" structure: County highway ,  Year Built: 1953,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 2,386 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,898 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX WB, RTE I90,  Facility Carried by Structure: CR54 MINOA-SCHEPPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 7.40m (24.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,045,000,  Roadway Improvement Cost: $1,198,000,  Total Project Cost: $3,243,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5510061,  Location: 1.8 MI E EXIT 34A ON I90 (Lat: 43.094511,  Lng: -76.008036),  Route carried "on" structure: Interstate 90,  Year Built: 1950,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 19,091 (year 2014),  Truck Traffic: 18%,  Design Load: HS 20+Mod,  Features Intersected: BUTTERNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 442.121,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,463,000,  Roadway Improvement Cost: $856,000,  Total Project Cost: $2,319,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 5510062,  Location: 1.8 MI E EXIT 34A ON I90 (Lat: 43.094225,  Lng: -76.008031),  Route carried "on" structure: Interstate 90,  Year Built: 1950,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 16,447 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 23,724 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BUTTERNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.593,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,463,000,  Roadway Improvement Cost: $856,000,  Total Project Cost: $2,319,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 551007,  Location: .6 MI E EXIT 34A OF I90 (Lat: 43.094967,  Lng: -76.032119),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 2,379 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,326 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: FREMONT RD CR 136
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.733,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: 31.4 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,432,000,  Roadway Improvement Cost: $839,000,  Total Project Cost: $2,271,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 335821,  Location: 1.5 MI NE JCT I481 & SH 2 (Lat: 43.072014,  Lng: -76.030689),  Route carried "under" structure: ServiceOther road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2021),  Features Intersected: CSX RR / AMTRAK, CSX RR,  Facility Carried by Structure: FREMONT RD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 551003,  Location: .1MI W JCT 90I&CHITTGO CR (Lat: 43.093456,  Lng: -75.978628),  Route carried "under" structure: Interstate 90,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 38,237 (year 2015),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: N MANLIUS RD CR115
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 439.724,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 551005,  Location: 2.0 MI E EXIT 34A ON I90 (Lat: 43.094128,  Lng: -76.001872),  Route carried "under" structure: Interstate 90,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 7,050 (year 1975),  Features Intersected: 90IX WB, RTE I90,  Facility Carried by Structure: CR54 MINOA-SCHEPPS
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 441.638,  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: 24.7m (81.0ft)

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Structure Number: 551007,  Location: .6 MI E EXIT 34A OF I90 (Lat: 43.094967,  Lng: -76.032119),  Route carried "under" structure: Interstate 90,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 38,739 (year 2001),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: FREMONT RD CR 136
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 444.100,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)