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

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Structure Number: 103567,  Location: 2.5MI S JCT RTS 98 & 354 (Lat: 42.828878,  Lng: -78.294256),  Route carried "on" structure: State highway 98,  Year Built: 1993,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 1,587 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,655 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TONAWANDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.236,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,319,000,  Roadway Improvement Cost: $773,000,  Total Project Cost: $2,092,000 ( 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: 103569,  Location: 0.1 MI NE JCT RTS 98+238 (Lat: 42.869689,  Lng: -78.284725),  Route carried "on" structure: State highway 98,  Year Built: 1948,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 4,933 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,992 (year 2040),  Design Load: HS 20,  Features Intersected: TANNERY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $985,000,  Roadway Improvement Cost: $577,000,  Total Project Cost: $1,562,000 ( 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: 104244,  Location: 3.1MI SE JCT RTS 238 + 98 (Lat: 42.838303,  Lng: -78.254542),  Route carried "on" structure: State highway 238,  Year Built: 1932,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,791 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,802 (year 2040),  Features Intersected: STEVENS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.357,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $449,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $711,000 ( Estimate for 2021)

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Structure Number: 104245,  Location: 0.9MI E JCT RTS 238 + 98 (Lat: 42.863367,  Lng: -78.267356),  Route carried "on" structure: City street 238,  Year Built: 2010,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,927 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,770 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: STEVENS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.865,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $541,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $858,000 ( Estimate for 2021)

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Structure Number: 104246,  Location: 0.1MI E JCT RTS 238 + 98 (Lat: 42.864206,  Lng: -78.283533),  Route carried "on" structure: State highway 238,  Year Built: 1948,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 3,927 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,770 (year 2040),  Features Intersected: TONAWANDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.200,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,676,000,  Roadway Improvement Cost: $982,000,  Total Project Cost: $2,658,000 ( Estimate for 2021)

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Structure Number: 107498,  Location: .7 MI NW JCT SH98 & SH238 (Lat: 42.872933,  Lng: -78.294006),  Route carried "on" structure: State highway 238,  Year Built: 2002,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,769 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,426 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TANNERY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Satisfactory,  Culverts: Excellent,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $497,000 ( Estimate for 2021)

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Structure Number: 33156,  Location: 2.9 MI SW ALEXANDER (Lat: 42.871761,  Lng: -78.295975),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 702 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 868 (year 2040),  Design Load: H 15,  Features Intersected: TUNNERY CREEK,  Facility Carried by Structure: ATTICA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.009,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $417,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $661,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 331561,  Location: 3.3 MI SW ALEXANDER (Lat: 42.872967,  Lng: -78.307253),  Route carried "on" structure: County highway ,  Year Built: 1939,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 285 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 399 (year 2037),  Design Load: H 15,  Features Intersected: TUNNERY CREEK,  Facility Carried by Structure: DARIEN-ALEXANDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  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: 7.0m (23.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 10.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $311,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $493,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331582,  Location: 1.7 MI SOUTH OF ALEXANDER (Lat: 42.877197,  Lng: -78.257581),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 1,482 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,075 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: TONAWANDA CREEK,  Facility Carried by Structure: COUNTY ROAD 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $724,000,  Roadway Improvement Cost: $424,000,  Total Project Cost: $1,148,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 331954,  Location: 1 MI S VILLAGE OF ATTICA (Lat: 42.845664,  Lng: -78.280633),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 1,465 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,051 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TONAWANDA CREEK,  Facility Carried by Structure: DUNBAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 95.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 72.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum 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: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $837,000,  Roadway Improvement Cost: $490,000,  Total Project Cost: $1,327,000 ( 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: 331955,  Location: 3.2 MILES SW OF ATTICA (Lat: 42.821931,  Lng: -78.302531),  Route carried "on" structure: Other road ,  Year Built: 1937,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 3 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 4 (year 2036),  Features Intersected: TONAWANDA CREEK,  Facility Carried by Structure: COTTON HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.4m (14.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $741,000,  Roadway Improvement Cost: $434,000,  Total Project Cost: $1,175,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 331956,  Location: N BORDER VILLAGE ATTICA (Lat: 42.869417,  Lng: -78.277464),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 2,903 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,064 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TONAWANDA CREEK,  Facility Carried by Structure: PROSPECT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,143,000,  Roadway Improvement Cost: $669,000,  Total Project Cost: $1,812,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 336637,  Location: 1.1 MI SOUTH OF ALEXANDER (Lat: 42.877997,  Lng: -78.259256),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,023 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,432 (year 2036),  Features Intersected: TRIB TONAWANDA CK,  Facility Carried by Structure: Stroh Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 75.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $192,000 ( Estimate for 2021)

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Structure Number: 703568,  Location: 0.05MI S JCT RTS 98 + 354 (Lat: 42.864036,  Lng: -78.284358),  Route carried "under" structure: Alternate State highway 98,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 7,263 (year 1999),  Features Intersected: RTE 98,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 46.291,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.5m (37.7ft)

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Structure Number: 770725,  Location: .5 MI NW VILLAGE O/ATTICA (Lat: 42.871950,  Lng: -78.297111),  Route carried "under" structure: ServiceCounty highway ,  Year Built: 1921,  Structure Length: 0. m,  Average Daily Traffic: 702 (year 2020),  Truck Traffic: 4%,  Features Intersected: ATTICA ROAD CR 45,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 2.011,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.5m (37.7ft)