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

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Structure Number: 100406,  Location: 1.2 MI E OF OTSEGO CL (Lat: 42.651981,  Lng: -74.611381),  Route carried "on" structure: State highway 7,  Year Built: 1934,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,650 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,721 (year 2040),  Features Intersected: BR COBLESKILL CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.011,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $457,000,  Roadway Improvement Cost: $268,000,  Total Project Cost: $725,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100407,  Location: .7 MI E OF RICHMONDVILLE (Lat: 42.643661,  Lng: -74.535686),  Route carried "on" structure: State highway 7,  Year Built: 1997,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 4,838 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,877 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BEARDS HOLLOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.978,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 59.0 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $588,000,  Roadway Improvement Cost: $344,000,  Total Project Cost: $932,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100786,  Location: OLD STATE HWY 10 (Lat: 42.628256,  Lng: -74.565556),  Route carried "on" structure: Other road ,  Year Built: 1906,  Year Reconstructed: 1957,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 161 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 225 (year 2039),  Features Intersected: BEAR GULCH CREEK,  Facility Carried by Structure: OLD SH 10 SUMMIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  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: 6.4m (21.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $538,000,  Roadway Improvement Cost: $315,000,  Total Project Cost: $853,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1069981,  Location: VILLAGE OF RICHMONDVILLE (Lat: 42.638253,  Lng: -74.555458),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 4,525 (year 2014),  Truck Traffic: 31%,  Design Load: HL 93,  Features Intersected: COBLESKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.854,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  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: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,160,000,  Roadway Improvement Cost: $679,000,  Total Project Cost: $1,839,000 ( 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: 1069982,  Location: VILLAGE OF RICHMONDVILLE (Lat: 42.638058,  Lng: -74.555267),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 3,807 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 5,007 (year 2040),  Design Load: HS 20,  Features Intersected: COBLESKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.838,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,111,000,  Roadway Improvement Cost: $651,000,  Total Project Cost: $1,762,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1069999,  Location: E VIL LI OF RICHMONDVILLE (Lat: 42.641175,  Lng: -74.546936),  Route carried "on" structure: Ramp Interstate 992K,  Year Built: 1980,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 837 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,016 (year 2040),  Design Load: HS 20,  Features Intersected: 88I 88I95071047 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 57.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.74m (25.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,140,000,  Roadway Improvement Cost: $1,839,000,  Total Project Cost: $4,978,000 ( 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: 1070001,  Location: .3 MI E OF RICHMONDVILLE (Lat: 42.642600,  Lng: -74.542808),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 6,227 (year 2008),  Truck Traffic: 24%,  Average Future Daily Traffic: 8,718 (year 2028),  Design Load: HS 20,  Features Intersected: COBLESKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.965,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 96.2 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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,170,000,  Roadway Improvement Cost: $685,000,  Total Project Cost: $1,855,000 ( 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: 1070002,  Location: .3 MI E OF RICHMONDVILLE (Lat: 42.642314,  Lng: -74.542825),  Route carried "on" structure: Ramp Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 3,930 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 5,169 (year 2040),  Design Load: HS 20,  Features Intersected: COBLESKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.948,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,873,000,  Roadway Improvement Cost: $1,097,000,  Total Project Cost: $2,969,000 ( 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: 107002,  Location: .3 MI E OF RICHMONDVILLE (Lat: 42.643111,  Lng: -74.542883),  Route carried "on" structure: Ramp Interstate 88,  Year Built: 1980,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 720 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 947 (year 2040),  Design Load: HL 93,  Features Intersected: COBLESKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $676,000,  Roadway Improvement Cost: $396,000,  Total Project Cost: $1,072,000 ( 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: 107018,  Location: .7 MI E OF RICHMONDVILLE (Lat: 42.644692,  Lng: -74.536764),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 9,813 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,911 (year 2039),  Design Load: HS 20,  Features Intersected: BEARDS HOLLOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.544,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 77.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $332,000,  Roadway Improvement Cost: $194,000,  Total Project Cost: $526,000 ( Estimate for 2021)

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Structure Number: 1070181,  Location: .7 MI E OF RICHMONDVILLE (Lat: 42.644708,  Lng: -74.536764),  Route carried "on" structure: Interstate 88,  Year Built: 2021,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 3,930 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 5,169 (year 2040),  Design Load: HL 93,  Features Intersected: BEARDS HOLLOW CRK
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 8.560,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,136,000,  Roadway Improvement Cost: $665,000,  Total Project Cost: $1,802,000 ( Estimate for 2020),  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: 1070191,  Location: JCT OF SH7 / SH10 & I88 (Lat: 42.646164,  Lng: -74.532556),  Route carried "on" structure: Interstate 88,  Year Built: 1978,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 6,227 (year 2008),  Truck Traffic: 24%,  Design Load: HS 20+Mod,  Features Intersected: RTE 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.882,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.4 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: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,830,000,  Roadway Improvement Cost: $1,071,000,  Total Project Cost: $2,901,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1070192,  Location: JCT OF SH 7 / SH 10 & 88I (Lat: 42.645811,  Lng: -74.532731),  Route carried "on" structure: Interstate 88,  Year Built: 1978,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 3,930 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 5,169 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.882,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.4 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: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,874,000,  Roadway Improvement Cost: $1,098,000,  Total Project Cost: $2,972,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1070551,  Location: 2.5 MI W OF RICHMONDVILLE (Lat: 42.649825,  Lng: -74.623478),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 4,525 (year 2014),  Truck Traffic: 31%,  Average Future Daily Traffic: 6,334 (year 2034),  Design Load: HS 20,  Features Intersected: SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,273,000,  Roadway Improvement Cost: $746,000,  Total Project Cost: $2,019,000 ( 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: 1070552,  Location: 2.5 MI W OF RICHMONDVILLE (Lat: 42.649369,  Lng: -74.623683),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 3,807 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 4,534 (year 2040),  Design Load: HS 20,  Features Intersected: SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,371,000,  Roadway Improvement Cost: $803,000,  Total Project Cost: $2,173,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1070561,  Location: 1 MI W OF RICHMONDVILLE (Lat: 42.644858,  Lng: -74.589056),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 4,525 (year 2014),  Truck Traffic: 31%,  Design Load: HS 20,  Features Intersected: RTE 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.878,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.86m (29.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,970,000,  Roadway Improvement Cost: $1,739,000,  Total Project Cost: $4,710,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1070562,  Location: 1 MI W OF RICHMONDVILLE (Lat: 42.644417,  Lng: -74.588661),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 3,807 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 5,007 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.878,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.1m (157.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 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: 44.4 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.54m (31.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,125,000,  Roadway Improvement Cost: $1,830,000,  Total Project Cost: $4,955,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1070571,  Location: VILLAGE OF RICHMONDVILLE (Lat: 42.639111,  Lng: -74.573736),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 4,525 (year 2014),  Truck Traffic: 31%,  Design Load: HS 20,  Features Intersected: COBLESKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.278,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,885,000,  Roadway Improvement Cost: $1,104,000,  Total Project Cost: $2,989,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1070572,  Location: VILLAGE OF RICHMONDVILLE (Lat: 42.638803,  Lng: -74.573642),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 3,807 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 5,007 (year 2040),  Design Load: HS 20,  Features Intersected: COBLESKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.278,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,931,000,  Roadway Improvement Cost: $1,131,000,  Total Project Cost: $3,062,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107058,  Location: VILLAGE OF RICHMONDVILLE (Lat: 42.638783,  Lng: -74.572864),  Route carried "on" structure: ServiceCity street ,  Year Built: 1980,  Status: Open,  Structure Length: 10.55m (34.61ft),  Average Daily Traffic: 273 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 382 (year 2039),  Design Load: HS 20,  Features Intersected: RTE I88, COBLESKILL CREE,  Facility Carried by Structure: RELOCATED MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.54m (34.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,249,000,  Roadway Improvement Cost: $1,317,000,  Total Project Cost: $3,567,000 ( 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: 1070591,  Location: VILLAGE OF RICHMONDVILLE (Lat: 42.637803,  Lng: -74.569917),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 4,525 (year 2014),  Truck Traffic: 31%,  Design Load: HS 20,  Features Intersected: COBLESKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.583,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 95.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,716,000,  Roadway Improvement Cost: $1,005,000,  Total Project Cost: $2,720,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1070592,  Location: VILLAGE OF RICHMONDVILLE (Lat: 42.637681,  Lng: -74.570253),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 3,807 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 5,007 (year 2040),  Design Load: HS 20,  Features Intersected: COBLESKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.567,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.32m (14.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,748,000,  Roadway Improvement Cost: $1,024,000,  Total Project Cost: $2,771,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1070609,  Location: VILLAGE OF RICHMONDVILLE (Lat: 42.637356,  Lng: -74.567681),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,614 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 10,015 (year 2040),  Design Load: HS 20,  Features Intersected: BROOKER HOLLW CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.808,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 76.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $262,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $416,000 ( Estimate for 2021)

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Structure Number: 222863,  Location: 1.8 MI NE OF RICHMONDVLLE (Lat: 42.648639,  Lng: -74.537408),  Route carried "on" structure: Other road ,  Year Built: 1978,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 128 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 179 (year 2039),  Design Load: H 20,  Features Intersected: COBLESKILL CREEK,  Facility Carried by Structure: PODPADIC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $635,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 337029,  Location: 0.5 Mi N of I88 & Rte. 7 (Lat: 42.648264,  Lng: -74.592064),  Route carried "on" structure: Other road ,  Year Built: 1950,  Status: Open,  Structure Length: 0.79m (2.59ft),  Features Intersected: Cobleskill Creek,  Facility Carried by Structure: Palmer Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $190,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $302,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1069999,  Location: E VIL LI OF RICHMONDVILLE (Lat: 42.641175,  Lng: -74.546936),  Route carried "under" structure: Interstate 88,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 1981),  Features Intersected: 88I 88I95071047 WB, RTE,  Facility Carried by Structure: RTE 992K
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 7.562,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 1070191,  Location: JCT OF SH7 / SH10 & I88 (Lat: 42.646164,  Lng: -74.532556),  Route carried "under" structure: State highway 7,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 5,700 (year 1980),  Features Intersected: RTE 7,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 9.413,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 1070192,  Location: JCT OF SH 7 / SH 10 & 88I (Lat: 42.645811,  Lng: -74.532731),  Route carried "under" structure: State highway 7,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 5,700 (year 1980),  Features Intersected: RTE 7,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 9.413,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 1070551,  Location: 2.5 MI W OF RICHMONDVILLE (Lat: 42.649825,  Lng: -74.623478),  Route carried "under" structure: Bypass Other road ,  Year Built: 1980,  Structure Length: 0. m,  Features Intersected: SMITH ROAD,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 2.526,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 1070552,  Location: 2.5 MI W OF RICHMONDVILLE (Lat: 42.649369,  Lng: -74.623683),  Route carried "under" structure: Bypass Other road ,  Year Built: 1980,  Structure Length: 0. m,  Features Intersected: SMITH ROAD,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 2.156,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 1070561,  Location: 1 MI W OF RICHMONDVILLE (Lat: 42.644858,  Lng: -74.589056),  Route carried "under" structure: Alternate State highway 7,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 3,620 (year 1979),  Features Intersected: RTE 7,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 16.975,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 1070562,  Location: 1 MI W OF RICHMONDVILLE (Lat: 42.644417,  Lng: -74.588661),  Route carried "under" structure: Alternate State highway 7,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 3,620 (year 1979),  Features Intersected: RTE 7,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 16.975,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.1m (157.8ft)

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Structure Number: 107058,  Location: VILLAGE OF RICHMONDVILLE (Lat: 42.638783,  Lng: -74.572864),  Route carried "under" structure: Interstate 88,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,320 (year 1980),  Features Intersected: RTE I88, COBLESKILL CREE,  Facility Carried by Structure: RELOCATED MILL ST
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 5.390,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 771462,  Location: .5 MI NW OF RICHMONDVILLE (Lat: 42.642636,  Lng: -74.574047),  Route carried "under" structure: Other road ,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 75 (year 2021),  Features Intersected: KARAS ROAD, TRIB SCHENEV,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 771464,  Location: 2.5 MI NW RICHMONDVILLE (Lat: 42.652889,  Lng: -74.606406),  Route carried "under" structure: Other road ,  Year Built: 1940,  Structure Length: 0. m,  Features Intersected: VERNON LAPE ROAD,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.5m (37.7ft)