Bridge Statistics for Virgil, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 141ft / 43.4mTotal length
- $16,367,000Total costs
- 27,735Total average daily traffic
- 5,646Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Virgil
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 61960-1969
- 31970-1979
- 11980-1989
- 31990-1999
- 22000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 9.1%Very good
- 36.4%Good
- 27.3%Satisfactory
- 27.3%Fair
- Bridge Condition - Superstructure
- 27.3%Very good
- 9.1%Good
- 27.3%Satisfactory
- 18.2%Fair
- 18.2%Poor
- Bridge Condition - Substructure
- 9.1%Excellent
- 18.2%Very good
- 18.2%Good
- 18.2%Satisfactory
- 36.4%Fair
- Bridge Condition - Channel
- 5.9%Very good
- 23.5%Good
- 23.5%Satisfactory
- 29.4%Fair
- 17.6%Poor
- Bridge Condition - Culverts
- 16.7%Excellent
- 16.7%Very good
- 33.3%Satisfactory
- 16.7%Fair
- 16.7%Poor
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Structure Number: 1031321, Location: 3.4 MI N JCT I81 & SH 221 (Lat: 42.485706, Lng: -76.065067), Route carried "on" structure: Interstate 81, Year Built: 1966, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 9,861 (year 2009), Truck Traffic: 30%, Design Load: HS 20, Features Intersected: RUSSELL ROAD, TIOUGHNIOG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.590, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.04m (23.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,467,000, Roadway Improvement Cost: $859,000, Total Project Cost: $2,326,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1031321, Location: 3.4 MI N JCT I81 & SH 221 (Lat: 42.485706, Lng: -76.065067), Route carried "on" structure: Interstate 81, Year Built: 1966, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 9,861 (year 2009), Truck Traffic: 30%, Design Load: HS 20, Features Intersected: RUSSELL ROAD, TIOUGHNIOG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.590, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.04m (23.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,467,000, Roadway Improvement Cost: $859,000, Total Project Cost: $2,326,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1031322, Location: 3.4 MI N JCT I81 & SH 221 (Lat: 42.486308, Lng: -76.064769), Route carried "on" structure: Interstate 81, Year Built: 1966, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 7,486 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 8,391 (year 2040), Design Load: HS 20, Features Intersected: RUSSELL ROAD, TIOUGHNIOG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.590, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 36.0 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: 27.5 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,852,000, Roadway Improvement Cost: $1,085,000, Total Project Cost: $2,937,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1031322, Location: 3.4 MI N JCT I81 & SH 221 (Lat: 42.486308, Lng: -76.064769), Route carried "on" structure: Interstate 81, Year Built: 1966, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 7,486 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 8,391 (year 2040), Design Load: HS 20, Features Intersected: RUSSELL ROAD, TIOUGHNIOG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.590, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 36.0 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: 27.5 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,852,000, Roadway Improvement Cost: $1,085,000, Total Project Cost: $2,937,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 103435, Location: 1.6 MI W JCT RTS 90 & 11 (Lat: 42.490783, Lng: -76.098136), Route carried "on" structure: State highway 392, Year Built: 1996, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,240 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,733 (year 2040), Design Load: HS 25 or greater, Features Intersected: GRIDLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.060, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal 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: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $808,000, Roadway Improvement Cost: $473,000, Total Project Cost: $1,281,000 ( 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: 103435, Location: 1.6 MI W JCT RTS 90 & 11 (Lat: 42.490783, Lng: -76.098136), Route carried "on" structure: State highway 392, Year Built: 1996, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,240 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,733 (year 2040), Design Load: HS 25 or greater, Features Intersected: GRIDLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.060, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal 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: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $808,000, Roadway Improvement Cost: $473,000, Total Project Cost: $1,281,000 ( 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: 103436, Location: 2.0 MI W JCT RTS 90 + 11 (Lat: 42.493581, Lng: -76.103203), Route carried "on" structure: State highway 392, Year Built: 2005, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,240 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,733 (year 2040), Design Load: HL 93, Features Intersected: GRIDLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.545, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.2m (66.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 97.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $404,000, Total Project Cost: $1,093,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 103436, Location: 2.0 MI W JCT RTS 90 + 11 (Lat: 42.493581, Lng: -76.103203), Route carried "on" structure: State highway 392, Year Built: 2005, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,240 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,733 (year 2040), Design Load: HL 93, Features Intersected: GRIDLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.545, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.2m (66.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 97.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $404,000, Total Project Cost: $1,093,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 103437, Location: 2.3 MI E OF VIRGIL - SH 9 (Lat: 42.510628, Lng: -76.151175), Route carried "on" structure: State highway 392, Year Built: 2015, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,240 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,733 (year 2040), Design Load: HL 93, Features Intersected: EXT GRIDLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.557, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Fair, Culverts: Excellent, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $372,000, Roadway Improvement Cost: $218,000, Total Project Cost: $590,000 ( Estimate for 2021)
Structure Number: 103437, Location: 2.3 MI E OF VIRGIL - SH 9 (Lat: 42.510628, Lng: -76.151175), Route carried "on" structure: State highway 392, Year Built: 2015, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,240 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,733 (year 2040), Design Load: HL 93, Features Intersected: EXT GRIDLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.557, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Fair, Culverts: Excellent, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $372,000, Roadway Improvement Cost: $218,000, Total Project Cost: $590,000 ( Estimate for 2021)
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Structure Number: 103438, Location: 0.1 MI E OF VIRGIL RTE90 (Lat: 42.510636, Lng: -76.192481), Route carried "on" structure: State highway 392, Year Built: 2005, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,240 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,733 (year 2040), Design Load: HS 25 or greater, Features Intersected: VIRGIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.420, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $288,000, Total Project Cost: $779,000 ( Estimate for 2021)
Structure Number: 103438, Location: 0.1 MI E OF VIRGIL RTE90 (Lat: 42.510636, Lng: -76.192481), Route carried "on" structure: State highway 392, Year Built: 2005, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,240 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,733 (year 2040), Design Load: HS 25 or greater, Features Intersected: VIRGIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.420, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $288,000, Total Project Cost: $779,000 ( Estimate for 2021)
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Structure Number: 109375, Location: 0.4 MI N VIRGIL ON RTE 90 (Lat: 42.515603, Lng: -76.195597), Route carried "on" structure: State highway 215, Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,371 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,919 (year 2040), Design Load: HS 20, Features Intersected: VIRGIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.9 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: Equal to present minimum criteria, 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 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $248,000, Roadway Improvement Cost: $145,000, Total Project Cost: $393,000 ( Estimate for 2021)
Structure Number: 109375, Location: 0.4 MI N VIRGIL ON RTE 90 (Lat: 42.515603, Lng: -76.195597), Route carried "on" structure: State highway 215, Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,371 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,919 (year 2040), Design Load: HS 20, Features Intersected: VIRGIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.9 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: Equal to present minimum criteria, 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 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $248,000, Roadway Improvement Cost: $145,000, Total Project Cost: $393,000 ( Estimate for 2021)
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Structure Number: 22076, Location: 0.5 MI S OF VIRGIL (Lat: 42.503736, Lng: -76.196283), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 28 (year 2038), Features Intersected: VIRGIL CREEK, Facility Carried by Structure: TIMMERMAN HILL ROA
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 74.5 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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021
Structure Number: 22076, Location: 0.5 MI S OF VIRGIL (Lat: 42.503736, Lng: -76.196283), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 28 (year 2038), Features Intersected: VIRGIL CREEK, Facility Carried by Structure: TIMMERMAN HILL ROA
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 74.5 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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021
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Structure Number: 220763, Location: 3.7 MILES EAST OF VIRGIL (Lat: 42.501447, Lng: -76.127411), Route carried "on" structure: Other road , Year Built: 1960, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 6 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 8 (year 2037), Features Intersected: GRIDLEY CREEK, Facility Carried by Structure: TONE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $98,000, Total Project Cost: $264,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220763, Location: 3.7 MILES EAST OF VIRGIL (Lat: 42.501447, Lng: -76.127411), Route carried "on" structure: Other road , Year Built: 1960, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 6 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 8 (year 2037), Features Intersected: GRIDLEY CREEK, Facility Carried by Structure: TONE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $98,000, Total Project Cost: $264,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220766, Location: 0.2 MI SE OF MESSENGERVIL (Lat: 42.488678, Lng: -76.073544), Route carried "on" structure: Other road , Year Built: 1988, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 24 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 34 (year 2039), Design Load: HS 20, Features Intersected: GRIDLEY CREEK, Facility Carried by Structure: FRANCIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present desirable criteria, 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: 1.31m (4.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $140,000, Total Project Cost: $380,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 220766, Location: 0.2 MI SE OF MESSENGERVIL (Lat: 42.488678, Lng: -76.073544), Route carried "on" structure: Other road , Year Built: 1988, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 24 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 34 (year 2039), Design Load: HS 20, Features Intersected: GRIDLEY CREEK, Facility Carried by Structure: FRANCIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present desirable criteria, 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: 1.31m (4.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $140,000, Total Project Cost: $380,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 320762, Location: 3.8 MILES SW OF VIRGIL (Lat: 42.479450, Lng: -76.238889), Route carried "on" structure: Other road , Year Built: 1978, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 115 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 161 (year 2039), Features Intersected: VIRGIL CREEK, Facility Carried by Structure: VIRGIL CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $477,000, Roadway Improvement Cost: $279,000, Total Project Cost: $757,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 320762, Location: 3.8 MILES SW OF VIRGIL (Lat: 42.479450, Lng: -76.238889), Route carried "on" structure: Other road , Year Built: 1978, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 115 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 161 (year 2039), Features Intersected: VIRGIL CREEK, Facility Carried by Structure: VIRGIL CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $477,000, Roadway Improvement Cost: $279,000, Total Project Cost: $757,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 320765, Location: 1.4 MI W JCT SH392 & US11 (Lat: 42.489239, Lng: -76.089342), Route carried "on" structure: Other road , Year Built: 1971, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 147 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 206 (year 2037), Features Intersected: GRIDLEY CREEK, Facility Carried by Structure: MUCKEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $119,000, Total Project Cost: $321,000 ( Estimate for 2021)
Structure Number: 320765, Location: 1.4 MI W JCT SH392 & US11 (Lat: 42.489239, Lng: -76.089342), Route carried "on" structure: Other road , Year Built: 1971, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 147 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 206 (year 2037), Features Intersected: GRIDLEY CREEK, Facility Carried by Structure: MUCKEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $119,000, Total Project Cost: $321,000 ( Estimate for 2021)
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Structure Number: 33119, Location: 0.8 MI SW OF VIRGIL (Lat: 42.501619, Lng: -76.203533), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 441 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 617 (year 2037), Design Load: HS 20, Features Intersected: VIRGIL CREEK, Facility Carried by Structure: OWEGO HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, 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: 11.8m (38.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $763,000, Roadway Improvement Cost: $447,000, Total Project Cost: $1,210,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 33119, Location: 0.8 MI SW OF VIRGIL (Lat: 42.501619, Lng: -76.203533), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 441 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 617 (year 2037), Design Load: HS 20, Features Intersected: VIRGIL CREEK, Facility Carried by Structure: OWEGO HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, 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: 11.8m (38.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $763,000, Roadway Improvement Cost: $447,000, Total Project Cost: $1,210,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 331191, Location: 1.4 MI SW JCT SH392 &SH90 (Lat: 42.501258, Lng: -76.213419), Route carried "on" structure: State highway 392, Year Built: 1950, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,092 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,526 (year 2040), Features Intersected: VIRGIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.151, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $222,000, Total Project Cost: $601,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331191, Location: 1.4 MI SW JCT SH392 &SH90 (Lat: 42.501258, Lng: -76.213419), Route carried "on" structure: State highway 392, Year Built: 1950, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,092 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,526 (year 2040), Features Intersected: VIRGIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.151, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $222,000, Total Project Cost: $601,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331192, Location: 2.5 MILES SW OF VIRGIL (Lat: 42.490103, Lng: -76.223167), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 164 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 230 (year 2038), Features Intersected: VIRGIL CREEK, Facility Carried by Structure: W MEETNG HOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $140,000, Total Project Cost: $379,000 ( Estimate for 2021)
Structure Number: 331192, Location: 2.5 MILES SW OF VIRGIL (Lat: 42.490103, Lng: -76.223167), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 164 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 230 (year 2038), Features Intersected: VIRGIL CREEK, Facility Carried by Structure: W MEETNG HOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $140,000, Total Project Cost: $379,000 ( Estimate for 2021)
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Structure Number: 331253, Location: JCT OF RTS 392 & 11 (Lat: 42.490917, Lng: -76.074658), Route carried "on" structure: State highway 392, Year Built: 1995, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 1,240 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,733 (year 2040), Design Load: HS 25 or greater, Features Intersected: TIOUGHNIOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.490, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 78.0 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: 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: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,516,000, Roadway Improvement Cost: $888,000, Total Project Cost: $2,404,000 ( 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: 331253, Location: JCT OF RTS 392 & 11 (Lat: 42.490917, Lng: -76.074658), Route carried "on" structure: State highway 392, Year Built: 1995, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 1,240 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,733 (year 2040), Design Load: HS 25 or greater, Features Intersected: TIOUGHNIOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.490, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 78.0 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: 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: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,516,000, Roadway Improvement Cost: $888,000, Total Project Cost: $2,404,000 ( 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: 337055, Location: .1 mi N SH 392 (Lat: 42.536467, Lng: -76.162789), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 808 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,129 (year 2040), Features Intersected: GRIDLEY CREEK, Facility Carried by Structure: CR122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 79.3 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $241,000, Total Project Cost: $652,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 337055, Location: .1 mi N SH 392 (Lat: 42.536467, Lng: -76.162789), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 808 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,129 (year 2040), Features Intersected: GRIDLEY CREEK, Facility Carried by Structure: CR122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 79.3 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $241,000, Total Project Cost: $652,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 1031321, Location: 3.4 MI N JCT I81 & SH 221 (Lat: 42.485706, Lng: -76.065067), Route carried "under" structure: Other road , Year Built: 1966, Structure Length: 0. m, Features Intersected: RUSSELL ROAD, TIOUGHNIOG, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 10.99m (36.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft)
Structure Number: 1031321, Location: 3.4 MI N JCT I81 & SH 221 (Lat: 42.485706, Lng: -76.065067), Route carried "under" structure: Other road , Year Built: 1966, Structure Length: 0. m, Features Intersected: RUSSELL ROAD, TIOUGHNIOG, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 10.99m (36.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft)
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Structure Number: 1031322, Location: 3.4 MI N JCT I81 & SH 221 (Lat: 42.486308, Lng: -76.064769), Route carried "under" structure: Other road , Year Built: 1966, Structure Length: 0. m, Features Intersected: RUSSELL ROAD, TIOUGHNIOG, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 16.99m (55.74ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft)
Structure Number: 1031322, Location: 3.4 MI N JCT I81 & SH 221 (Lat: 42.486308, Lng: -76.064769), Route carried "under" structure: Other road , Year Built: 1966, Structure Length: 0. m, Features Intersected: RUSSELL ROAD, TIOUGHNIOG, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 16.99m (55.74ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft)