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

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Structure Number: 100207,  Location: JCT OF RTS 5 +WEST ST ART (Lat: 43.050406,  Lng: -76.159025),  Route carried "on" structure: State highway 5,  Year Built: 1964,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 7,402 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,436 (year 2040),  Design Load: HL 93,  Features Intersected: N WEST ST ARTERIAL, S WE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.749,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,604,000,  Roadway Improvement Cost: $1,525,000,  Total Project Cost: $4,128,000 ( 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: 1008489,  Location: JCT I81 & NORTH SALINA S (Lat: 43.054289,  Lng: -76.152117),  Route carried "on" structure: Interstate 81,  Year Built: 1958,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 58,384 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 84,218 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTH SALINA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.196,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,939,000,  Roadway Improvement Cost: $3,478,000,  Total Project Cost: $9,417,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10098,  Location: 5.6 MI NE JCT RTE 12 + CL (Lat: 44.458706,  Lng: -75.749075),  Route carried "on" structure: State highway 12,  Year Built: 1967,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,180 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,187 (year 2040),  Design Load: H 20,  Features Intersected: CHIPPEWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.555,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $839,000,  Roadway Improvement Cost: $492,000,  Total Project Cost: $1,331,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031501,  Location: JCT OF RTS I-81 SB + 173 (Lat: 43.002253,  Lng: -76.135008),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 19,974 (year 2014),  Truck Traffic: 16%,  Design Load: HS 20,  Features Intersected: RTE 173
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.728,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.35m (27.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,624,000,  Roadway Improvement Cost: $1,536,000,  Total Project Cost: $4,160,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1031502,  Location: JCT OF RTS I-81 NB + 173 (Lat: 43.002744,  Lng: -76.133906),  Route carried "on" structure: Interstate 81,  Year Built: 2006,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 3,651 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 5,266 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 173
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  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: 26.5m (86.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,912,000,  Roadway Improvement Cost: $2,291,000,  Total Project Cost: $6,202,000 ( 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: 103151,  Location: 0.5 MI N JCT RTS I-81+173 (Lat: 43.009142,  Lng: -76.135858),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 3,796 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,314 (year 2037),  Design Load: HS 20,  Features Intersected: 81I 81I33032015 NB, RTE,  Facility Carried by Structure: EAST GLEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.81m (15.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,263,000,  Roadway Improvement Cost: $739,000,  Total Project Cost: $2,002,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1031529,  Location: EXIT 7 OF I81 (Lat: 43.016628,  Lng: -76.139981),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 26,365 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 38,031 (year 2040),  Design Load: HS 20,  Features Intersected: E CALTHROP AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.498,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,892,000,  Roadway Improvement Cost: $1,693,000,  Total Project Cost: $4,585,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1031539,  Location: 1.3 MI N JCT RTS I-81+173 (Lat: 43.020139,  Lng: -76.140542),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 32,686 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 47,149 (year 2040),  Design Load: HS 20,  Features Intersected: EAST BRIGHTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.884,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.18m (20.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,341,000,  Roadway Improvement Cost: $2,542,000,  Total Project Cost: $6,884,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1031549,  Location: JCT OF I-81 + COLVIN ST (Lat: 43.026364,  Lng: -76.140306),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 32,686 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 47,149 (year 2040),  Design Load: HS 20,  Features Intersected: EAST COLVIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.608,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 32.6m (107.0ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,618,000,  Roadway Improvement Cost: $1,533,000,  Total Project Cost: $4,151,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1031559,  Location: JCT OF I-81 + MLK (Lat: 43.034464,  Lng: -76.143014),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 51,509 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 74,301 (year 2040),  Design Load: HS 20,  Features Intersected: Martin Luther King East
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.525,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.81m (15.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,084,000,  Roadway Improvement Cost: $1,806,000,  Total Project Cost: $4,890,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1031569,  Location: 2.4 MI N JCT RTS I-81+173 (Lat: 43.042708,  Lng: -76.142433),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 125.15m (410.60ft),  Average Daily Traffic: 51,509 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 74,301 (year 2040),  Design Load: HS 20,  Features Intersected: ALMOND STREET, BURT STRE
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 29.847,  Lanes on structure: 4,  Lanes under structure: 20,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 36,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 125.15m (410.60ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $62,165,000,  Roadway Improvement Cost: $36,404,000,  Total Project Cost: $98,569,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103156A,  Location: EXIT 18 ON RAMP OF I81 (Lat: 43.040411,  Lng: -76.142550),  Route carried "on" structure: Ramp Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 19.93m (65.39ft),  Average Daily Traffic: 4,602 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,638 (year 2040),  Design Load: HS 20,  Features Intersected: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.7 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.93m (65.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Bridge Improvement Cost: $2,725,000,  Roadway Improvement Cost: $1,596,000,  Total Project Cost: $4,321,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103156B,  Location: EXIT 18 OFF RAMP OF I81 (Lat: 43.040411,  Lng: -76.142181),  Route carried "on" structure: Ramp Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 19.99m (65.58ft),  Average Daily Traffic: 5,194 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,492 (year 2040),  Design Load: HS 20,  Features Intersected: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.99m (65.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Bridge Improvement Cost: $2,544,000,  Roadway Improvement Cost: $1,490,000,  Total Project Cost: $4,033,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103156C,  Location: I81 NB ON RAMP; VIADUCT (Lat: 43.046492,  Lng: -76.142342),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1966,  Status: Open,  Structure Length: 13.84m (45.41ft),  Average Daily Traffic: 13,637 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,671 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF,  Facility Carried by Structure: I-81 NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.6 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.83m (45.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Bridge Improvement Cost: $2,458,000,  Roadway Improvement Cost: $1,439,000,  Total Project Cost: $3,897,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103156D,  Location: I81 SB OFF RAMP; VIADUCT (Lat: 43.046883,  Lng: -76.142764),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 16.03m (52.59ft),  Average Daily Traffic: 8,369 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,072 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 92
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.4 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 replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.03m (52.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Bridge Improvement Cost: $2,664,000,  Roadway Improvement Cost: $1,560,000,  Total Project Cost: $4,224,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103157,  Location: 0.9 MI S JCT RTS I-81+298 (Lat: 43.056531,  Lng: -76.153464),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 12,057 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,646 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 81I 81I33032053, RTE I81,  Facility Carried by Structure: BUTTERNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.6m (90.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,639,000,  Roadway Improvement Cost: $2,131,000,  Total Project Cost: $5,771,000 ( 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: 103158,  Location: 0.5 MI S JCT RTS I-81+298 (Lat: 43.061067,  Lng: -76.156314),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 6,037 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,469 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 81I 81I33032055 SB, RTE,  Facility Carried by Structure: SPENCER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,133,000,  Roadway Improvement Cost: $1,249,000,  Total Project Cost: $3,381,000 ( 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: 103159,  Location: JCT OF I-81 + COURT ST (Lat: 43.064758,  Lng: -76.160439),  Route carried "on" structure: City street 298,  Year Built: 2009,  Status: Open,  Structure Length: 6.00m (19.69ft),  Truck Traffic: 5%,  Design Load: HS 25 or greater,  Features Intersected: 81I 81I33032058 SB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.8m (97.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 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 desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $4,415,000,  Roadway Improvement Cost: $2,585,000,  Total Project Cost: $7,001,000 ( 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: 10316,  Location: JCT OF RTS I-81 + 298 (Lat: 43.066261,  Lng: -76.163833),  Route carried "on" structure: City street 298,  Year Built: 1959,  Status: Open,  Structure Length: 3.44m (11.29ft),  Truck Traffic: 5%,  Design Load: HS 20,  Features Intersected: 81I 81I33032060 SB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,954,000,  Roadway Improvement Cost: $1,144,000,  Total Project Cost: $3,098,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103161,  Location: JCT I81 & HIAWATHA BLVD (Lat: 43.069547,  Lng: -76.168264),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 13.05m (42.81ft),  Average Daily Traffic: 19,781 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,873 (year 2040),  Design Load: HS 20,  Features Intersected: 81I 81I33032163 NB, Mall,  Facility Carried by Structure: HIAWATHA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 6,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.2m (164.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.04m (42.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $8,447,000,  Roadway Improvement Cost: $4,946,000,  Total Project Cost: $13,393,000 ( 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: 103162,  Location: 0.1 MI W JCT 81I&HIA BLVD (Lat: 43.071100,  Lng: -76.169914),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1987,  Status: Open,  Structure Length: 21.88m (71.78ft),  Average Daily Traffic: 5,044 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,067 (year 2040),  Design Load: HS 20,  Features Intersected: 81I 81I33032066 NB, RTE,  Facility Carried by Structure: FRM 81I-HIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 1,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.88m (71.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,584,000,  Roadway Improvement Cost: $2,099,000,  Total Project Cost: $5,682,000 ( 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: 1031639,  Location: 0.1 MI S JCT RTS I-81 +57 (Lat: 43.074508,  Lng: -76.172164),  Route carried "on" structure: Ramp Other road ,  Year Built: 1959,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 20.45m (67.09ft),  Average Daily Traffic: 4,690 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,765 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HARBORSIDE DRIVE, LEY CR,  Facility Carried by Structure: 81I TO ROUTE 370
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 0.756,  Lanes on structure: 5,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 78.0 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.45m (67.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $11,729,000,  Roadway Improvement Cost: $6,869,000,  Total Project Cost: $18,598,000 ( 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: 1049641,  Location: .7 MI W JCT I690 & NY298 (Lat: 43.061078,  Lng: -76.188497),  Route carried "on" structure: Interstate 690,  Year Built: 2007,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 38,721 (year 2005),  Truck Traffic: 13%,  Design Load: HL 93,  Features Intersected: NY S&W, CSX TRANS/AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.748,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.97m (35.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,327,000,  Roadway Improvement Cost: $2,534,000,  Total Project Cost: $6,862,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1049642,  Location: .7MI W JCT I-690 & NY 298 (Lat: 43.061044,  Lng: -76.188772),  Route carried "on" structure: Interstate 690,  Year Built: 2008,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 25,816 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 37,239 (year 2040),  Design Load: HL 93,  Features Intersected: NY S&W, CSX TRANS/AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.748,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 85.3 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.97m (35.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,197,000,  Roadway Improvement Cost: $2,458,000,  Total Project Cost: $6,655,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1049659,  Location: .4 MI W JCT I690 & SH 298 (Lat: 43.058014,  Lng: -76.181919),  Route carried "on" structure: Interstate 690,  Year Built: 1958,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 51,631 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 74,477 (year 2040),  Design Load: HS 20,  Features Intersected: HIAWATHA BOULEVRD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.424,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 32.5m (106.6ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.23m (13.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,021,000,  Roadway Improvement Cost: $1,769,000,  Total Project Cost: $4,790,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1050001,  Location: JCT W GENESEE & W ST ART (Lat: 43.053286,  Lng: -76.158511),  Route carried "on" structure: State highway 930B,  Year Built: 1964,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.83m (9.28ft),  Truck Traffic: 5%,  Design Load: H 20,  Features Intersected: WEST GENESEE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,471,000,  Roadway Improvement Cost: $861,000,  Total Project Cost: $2,332,000 ( 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: 1050002,  Location: JCT W GENESEE & W ST ART (Lat: 43.053253,  Lng: -76.158189),  Route carried "on" structure: State highway 930B,  Year Built: 1964,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.87m (9.42ft),  Truck Traffic: 5%,  Design Load: H 20,  Features Intersected: WEST GENESEE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,356,000,  Roadway Improvement Cost: $794,000,  Total Project Cost: $2,150,000 ( 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: 105001,  Location: JCT I690 RAMP & ONON CRK (Lat: 43.053750,  Lng: -76.156572),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1964,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 3,043 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,389 (year 2040),  Design Load: HS 20,  Features Intersected: ONONDAGA CREEK, Walkway,  Facility Carried by Structure: HERALD PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $988,000,  Roadway Improvement Cost: $579,000,  Total Project Cost: $1,567,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1050759,  Location: NEAR ONONDAGA LAKE (Lat: 43.055853,  Lng: -76.170428),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 42,084 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 60,706 (year 2040),  Design Load: HS 20,  Features Intersected: NO. GEDDES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.421,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 64.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,728,000,  Roadway Improvement Cost: $1,597,000,  Total Project Cost: $4,325,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1050779,  Location: .6 MI E JCT I690 & SH 298 (Lat: 43.055272,  Lng: -76.162986),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 42,084 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 60,706 (year 2040),  Design Load: HS 20,  Features Intersected: LEAVNWORTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.033,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,901,000,  Roadway Improvement Cost: $1,699,000,  Total Project Cost: $4,599,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105078,  Location: ON RAMP - SH 5 TO I690 EB (Lat: 43.054392,  Lng: -76.158078),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1968,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 12,495 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,024 (year 2040),  Design Load: HS 20,  Features Intersected: Interstate 690 EB, RTE I,  Facility Carried by Structure: RAMP BB
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  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,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.19m (26.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,841,000,  Roadway Improvement Cost: $1,078,000,  Total Project Cost: $2,920,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105079,  Location: OFF RAMP - I690 EB TO SH (Lat: 43.054531,  Lng: -76.157839),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1968,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 12,495 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,024 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I690, RAMP BB,  Facility Carried by Structure: RAMP DD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.97m (35.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,404,000,  Roadway Improvement Cost: $1,408,000,  Total Project Cost: $3,812,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10508,  Location: I690 RAMP OVER ONONDAGA C (Lat: 43.054681,  Lng: -76.156583),  Route carried "on" structure: Interstate ,  Year Built: 1968,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 6,570 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,477 (year 2040),  Design Load: HS 20,  Features Intersected: ONONDAGA CREEK,  Facility Carried by Structure: RAMP FF TO W. ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.09m (19.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,124,000,  Roadway Improvement Cost: $658,000,  Total Project Cost: $1,782,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 105080A,  Location: I690 RAMP OVER ONONDAGA C (Lat: 43.054611,  Lng: -76.156556),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1968,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 6,661 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,608 (year 2040),  Design Load: HS 20,  Features Intersected: ONONDAGA CREEK,  Facility Carried by Structure: I690WB-WEST ST SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.53m (11.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $545,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $864,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1050821,  Location: I-690 WB OVER ONONDAGA CR (Lat: 43.054406,  Lng: -76.156469),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 34,310 (year 2002),  Truck Traffic: 13%,  Design Load: HS 20,  Features Intersected: ONONDAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.564,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 98.0 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,103,000,  Roadway Improvement Cost: $646,000,  Total Project Cost: $1,748,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1050822,  Location: I-690 EB OVER ONONDAGA CR (Lat: 43.054228,  Lng: -76.156442),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 23,218 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 33,491 (year 2040),  Design Load: HS 20,  Features Intersected: ONONDAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.564,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,113,000,  Roadway Improvement Cost: $652,000,  Total Project Cost: $1,765,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105084,  Location: ON RAMP - SH5 TO I690 EB (Lat: 43.054094,  Lng: -76.156431),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1968,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 5,821 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,396 (year 2040),  Design Load: HS 20,  Features Intersected: ONONDAGA CREEK WALKWAY,,  Facility Carried by Structure: RAMP CC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $788,000,  Roadway Improvement Cost: $462,000,  Total Project Cost: $1,250,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay