Bridge Statistics for Sherburne, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 125ft / 38.2mTotal length
- $19,894,000Total costs
- 29,537Total average daily traffic
- 2,533Total average daily truck traffic
- 32,373Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sherburne
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 41930-1939
- 11940-1949
- 11950-1959
- 11960-1969
- 21980-1989
- 62000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 21980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 17.6%Excellent
- 11.8%Very good
- 29.4%Good
- 11.8%Satisfactory
- 23.5%Fair
- 5.9%Poor
- Bridge Condition - Superstructure
- 17.6%Excellent
- 11.8%Very good
- 23.5%Good
- 5.9%Satisfactory
- 35.3%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 11.8%Excellent
- 5.9%Very good
- 23.5%Good
- 29.4%Satisfactory
- 29.4%Fair
- Bridge Condition - Channel
- 25.0%Very good
- 20.0%Good
- 45.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 66.7%Good
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Structure Number: 100941, Location: 1.9 MI S JCT RTS 12 + 80 (Lat: 42.653711, Lng: -75.488494), Route carried "on" structure: State highway 12, Year Built: 1927, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 6,096 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 6,153 (year 2040), Features Intersected: NEGRO HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.721, Lanes on structure: 2, Base Highway Network: Yes, 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: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.3 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $449,000, Roadway Improvement Cost: $263,000, Total Project Cost: $713,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100941, Location: 1.9 MI S JCT RTS 12 + 80 (Lat: 42.653711, Lng: -75.488494), Route carried "on" structure: State highway 12, Year Built: 1927, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 6,096 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 6,153 (year 2040), Features Intersected: NEGRO HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.721, Lanes on structure: 2, Base Highway Network: Yes, 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: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.3 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $449,000, Roadway Improvement Cost: $263,000, Total Project Cost: $713,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100942, Location: .4 MI N JCT SH 12 & SH12B (Lat: 42.695253, Lng: -75.500739), Route carried "on" structure: State highway 12, Year Built: 2002, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,578 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 2,602 (year 2040), Design Load: HS 25 or greater, Features Intersected: HANDSOME BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.790, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 22.5m (73.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $702,000, Roadway Improvement Cost: $411,000, Total Project Cost: $1,113,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100942, Location: .4 MI N JCT SH 12 & SH12B (Lat: 42.695253, Lng: -75.500739), Route carried "on" structure: State highway 12, Year Built: 2002, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,578 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 2,602 (year 2040), Design Load: HS 25 or greater, Features Intersected: HANDSOME BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.790, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 22.5m (73.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $702,000, Roadway Improvement Cost: $411,000, Total Project Cost: $1,113,000 ( 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: 100984, Location: .1 MI NW JCT SH 12B & SH (Lat: 42.690631, Lng: -75.503828), Route carried "on" structure: State highway 12B, Year Built: 1957, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 4,189 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,214 (year 2040), Design Load: H 20, Features Intersected: HANDSOME BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $936,000, Roadway Improvement Cost: $548,000, Total Project Cost: $1,484,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100984, Location: .1 MI NW JCT SH 12B & SH (Lat: 42.690631, Lng: -75.503828), Route carried "on" structure: State highway 12B, Year Built: 1957, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 4,189 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,214 (year 2040), Design Load: H 20, Features Intersected: HANDSOME BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $936,000, Roadway Improvement Cost: $548,000, Total Project Cost: $1,484,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 103073, Location: .6 MI W JCT SH 80 & SH 12 (Lat: 42.678606, Lng: -75.510597), Route carried "on" structure: State highway 80, Year Built: 2002, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 2,352 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,453 (year 2040), Design Load: HS 25 or greater, Features Intersected: CHENANGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.689, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 72.6 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: 7.55m (24.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,113,000, Roadway Improvement Cost: $1,237,000, Total Project Cost: $3,350,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 103073, Location: .6 MI W JCT SH 80 & SH 12 (Lat: 42.678606, Lng: -75.510597), Route carried "on" structure: State highway 80, Year Built: 2002, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 2,352 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,453 (year 2040), Design Load: HS 25 or greater, Features Intersected: CHENANGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.689, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 72.6 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: 7.55m (24.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,113,000, Roadway Improvement Cost: $1,237,000, Total Project Cost: $3,350,000 ( 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: 103074, Location: .5 MI W JCT SH 80 & SH 12 (Lat: 42.678536, Lng: -75.510133), Route carried "on" structure: State highway 80, Year Built: 2003, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,352 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,453 (year 2040), Design Load: HS 25 or greater, Features Intersected: CHENANGO R OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.705, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Very good, Culverts: 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: 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $168,000, Total Project Cost: $454,000 ( Estimate for 2021)
Structure Number: 103074, Location: .5 MI W JCT SH 80 & SH 12 (Lat: 42.678536, Lng: -75.510133), Route carried "on" structure: State highway 80, Year Built: 2003, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,352 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,453 (year 2040), Design Load: HS 25 or greater, Features Intersected: CHENANGO R OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.705, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Very good, Culverts: 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: 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $168,000, Total Project Cost: $454,000 ( Estimate for 2021)
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Structure Number: 103075, Location: .4 MI W JCT SH 80 & SH 12 (Lat: 42.678433, Lng: -75.507903), Route carried "on" structure: State highway 80, Year Built: 2003, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,352 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,453 (year 2040), Design Load: HS 25 or greater, Features Intersected: CHENANGO R OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.834, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Very good, Culverts: 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: 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $168,000, Total Project Cost: $454,000 ( Estimate for 2021)
Structure Number: 103075, Location: .4 MI W JCT SH 80 & SH 12 (Lat: 42.678433, Lng: -75.507903), Route carried "on" structure: State highway 80, Year Built: 2003, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,352 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,453 (year 2040), Design Load: HS 25 or greater, Features Intersected: CHENANGO R OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.834, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Very good, Culverts: 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: 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $168,000, Total Project Cost: $454,000 ( Estimate for 2021)
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Structure Number: 103076, Location: 0.2 MI W JCT RTS 80 + 12 (Lat: 42.678267, Lng: -75.501406), Route carried "on" structure: State highway 80, Year Built: 1906, Year Reconstructed: 1967, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,352 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,453 (year 2040), Features Intersected: MUD CREEK OVERFLO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.429, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $148,000, Total Project Cost: $400,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 103076, Location: 0.2 MI W JCT RTS 80 + 12 (Lat: 42.678267, Lng: -75.501406), Route carried "on" structure: State highway 80, Year Built: 1906, Year Reconstructed: 1967, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,352 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,453 (year 2040), Features Intersected: MUD CREEK OVERFLO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.429, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $148,000, Total Project Cost: $400,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 103077, Location: 1.6 MI E JCT RTS 80 + 12 (Lat: 42.679675, Lng: -75.468017), Route carried "on" structure: State highway 80, Year Built: 1987, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,626 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,696 (year 2040), Design Load: HS 20, Features Intersected: MAD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.245, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 53.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.89m (9.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $892,000, Roadway Improvement Cost: $522,000, Total Project Cost: $1,414,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 103077, Location: 1.6 MI E JCT RTS 80 + 12 (Lat: 42.679675, Lng: -75.468017), Route carried "on" structure: State highway 80, Year Built: 1987, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,626 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,696 (year 2040), Design Load: HS 20, Features Intersected: MAD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.245, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 53.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.89m (9.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $892,000, Roadway Improvement Cost: $522,000, Total Project Cost: $1,414,000 ( 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: 222634, Location: 2.6 MI SOUTH OF SHERBURNE (Lat: 42.636772, Lng: -75.497278), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 107 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2039), Features Intersected: WEST BROOK, Facility Carried by Structure: TRACY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $58,000, Total Project Cost: $156,000 ( Estimate for 2021)
Structure Number: 222634, Location: 2.6 MI SOUTH OF SHERBURNE (Lat: 42.636772, Lng: -75.497278), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 107 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2039), Features Intersected: WEST BROOK, Facility Carried by Structure: TRACY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $58,000, Total Project Cost: $156,000 ( Estimate for 2021)
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Structure Number: 222641, Location: 4.7 MI NE OF SHERBURNE (Lat: 42.732169, Lng: -75.454147), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 74 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 104 (year 2037), Design Load: HL 93, Features Intersected: HANDSOME BROOK, Facility Carried by Structure: PALMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), 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: 58.0 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: 44.7 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: Superior to present desirable 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $238,000, Total Project Cost: $644,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222641, Location: 4.7 MI NE OF SHERBURNE (Lat: 42.732169, Lng: -75.454147), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 74 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 104 (year 2037), Design Load: HL 93, Features Intersected: HANDSOME BROOK, Facility Carried by Structure: PALMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), 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: 58.0 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: 44.7 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: Superior to present desirable 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $238,000, Total Project Cost: $644,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335137, Location: 4.5 MI NO OF SHERBURNE (Lat: 42.726344, Lng: -75.456003), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 1992, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 203 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 284 (year 2036), Design Load: HS 20+Mod, Features Intersected: TRIB HANDSOME BRK, Facility Carried by Structure: KNAPP RD TR NO 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.347, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $177,000, Total Project Cost: $479,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335137, Location: 4.5 MI NO OF SHERBURNE (Lat: 42.726344, Lng: -75.456003), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 1992, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 203 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 284 (year 2036), Design Load: HS 20+Mod, Features Intersected: TRIB HANDSOME BRK, Facility Carried by Structure: KNAPP RD TR NO 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.347, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $177,000, Total Project Cost: $479,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335138, Location: 2.8 MI NO OF SHERBURNE (Lat: 42.724619, Lng: -75.489278), Route carried "on" structure: Other road , Year Built: 1939, Year Reconstructed: 2004, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 408 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 571 (year 2039), Features Intersected: HANDSOME BROOK, Facility Carried by Structure: KNAPP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 79.8 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: 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $224,000, Total Project Cost: $606,000 ( Estimate for 2021)
Structure Number: 335138, Location: 2.8 MI NO OF SHERBURNE (Lat: 42.724619, Lng: -75.489278), Route carried "on" structure: Other road , Year Built: 1939, Year Reconstructed: 2004, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 408 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 571 (year 2039), Features Intersected: HANDSOME BROOK, Facility Carried by Structure: KNAPP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 79.8 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: 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $224,000, Total Project Cost: $606,000 ( Estimate for 2021)
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Structure Number: 33514, Location: 1.2 MI NO OF SHERBURNE (Lat: 42.705497, Lng: -75.499947), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 911 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,275 (year 2036), Features Intersected: HANDSOME BROOK, Facility Carried by Structure: COUNTY RD 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,157,000, Roadway Improvement Cost: $678,000, Total Project Cost: $1,835,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 33514, Location: 1.2 MI NO OF SHERBURNE (Lat: 42.705497, Lng: -75.499947), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 911 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,275 (year 2036), Features Intersected: HANDSOME BROOK, Facility Carried by Structure: COUNTY RD 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,157,000, Roadway Improvement Cost: $678,000, Total Project Cost: $1,835,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 335141, Location: CHURCH HILL ROAD (Lat: 42.653239, Lng: -75.477903), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 32 (year 2018), Average Future Daily Traffic: 45 (year 2038), Features Intersected: NEGRO HOLLOW CK, Facility Carried by Structure: CHURCH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $185,000, Total Project Cost: $501,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335141, Location: CHURCH HILL ROAD (Lat: 42.653239, Lng: -75.477903), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 32 (year 2018), Average Future Daily Traffic: 45 (year 2038), Features Intersected: NEGRO HOLLOW CK, Facility Carried by Structure: CHURCH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $185,000, Total Project Cost: $501,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335142, Location: 3.7 MI SE OF SHERBURNE (Lat: 42.652917, Lng: -75.438569), Route carried "on" structure: Other road , Year Built: 1947, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 175 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 245 (year 2036), Features Intersected: NEGRO HOLLOW CREEK, Facility Carried by Structure: PLEASANT VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.248, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $213,000, Total Project Cost: $576,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335142, Location: 3.7 MI SE OF SHERBURNE (Lat: 42.652917, Lng: -75.438569), Route carried "on" structure: Other road , Year Built: 1947, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 175 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 245 (year 2036), Features Intersected: NEGRO HOLLOW CREEK, Facility Carried by Structure: PLEASANT VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.248, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $213,000, Total Project Cost: $576,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335143, Location: .6 MI SOUTH OF SHERBURNE (Lat: 42.664869, Lng: -75.494878), Route carried "on" structure: Other road , Year Built: 1939, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 314 (year 2018), Average Future Daily Traffic: 440 (year 2038), Features Intersected: CHENANGO RIVER, Facility Carried by Structure: BLANDING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.7m (100.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $1,753,000, Roadway Improvement Cost: $1,027,000, Total Project Cost: $2,780,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335143, Location: .6 MI SOUTH OF SHERBURNE (Lat: 42.664869, Lng: -75.494878), Route carried "on" structure: Other road , Year Built: 1939, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 314 (year 2018), Average Future Daily Traffic: 440 (year 2038), Features Intersected: CHENANGO RIVER, Facility Carried by Structure: BLANDING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.7m (100.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $1,753,000, Roadway Improvement Cost: $1,027,000, Total Project Cost: $2,780,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335144, Location: IN VILLAGE OF SHERBURNE (Lat: 42.671481, Lng: -75.493408), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 275 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 385 (year 2036), Features Intersected: MAD BROOK, Facility Carried by Structure: Smith Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $277,000, Total Project Cost: $749,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335144, Location: IN VILLAGE OF SHERBURNE (Lat: 42.671481, Lng: -75.493408), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 275 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 385 (year 2036), Features Intersected: MAD BROOK, Facility Carried by Structure: Smith Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $277,000, Total Project Cost: $749,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335145, Location: IN VILLAGE OF SHERBURNE (Lat: 42.676739, Lng: -75.485644), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,697 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 3,776 (year 2038), Design Load: HS 20, Features Intersected: MAD BROOK, Facility Carried by Structure: CHAPEL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $638,000, Roadway Improvement Cost: $373,000, Total Project Cost: $1,011,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335145, Location: IN VILLAGE OF SHERBURNE (Lat: 42.676739, Lng: -75.485644), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,697 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 3,776 (year 2038), Design Load: HS 20, Features Intersected: MAD BROOK, Facility Carried by Structure: CHAPEL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $638,000, Roadway Improvement Cost: $373,000, Total Project Cost: $1,011,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335146, Location: 1.4 MI EAST OF SHERBURNE (Lat: 42.681203, Lng: -75.463456), Route carried "on" structure: Other road , Year Built: 1937, Year Reconstructed: 2008, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 286 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2036), Features Intersected: MAD BROOK, Facility Carried by Structure: EAST HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $477,000, Roadway Improvement Cost: $279,000, Total Project Cost: $756,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 335146, Location: 1.4 MI EAST OF SHERBURNE (Lat: 42.681203, Lng: -75.463456), Route carried "on" structure: Other road , Year Built: 1937, Year Reconstructed: 2008, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 286 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2036), Features Intersected: MAD BROOK, Facility Carried by Structure: EAST HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $477,000, Roadway Improvement Cost: $279,000, Total Project Cost: $756,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 335147, Location: 2.9 MI EAST OF SHERBURNE (Lat: 42.691606, Lng: -75.450308), Route carried "on" structure: Other road , Year Built: 2019, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 158 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 221 (year 2036), Features Intersected: MAD BROOK, Facility Carried by Structure: COLLINS HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $264,000, Roadway Improvement Cost: $155,000, Total Project Cost: $419,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 335147, Location: 2.9 MI EAST OF SHERBURNE (Lat: 42.691606, Lng: -75.450308), Route carried "on" structure: Other road , Year Built: 2019, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 158 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 221 (year 2036), Features Intersected: MAD BROOK, Facility Carried by Structure: COLLINS HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $264,000, Roadway Improvement Cost: $155,000, Total Project Cost: $419,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric