Bridge Statistics for Tioga, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 197ft / 59.9mTotal length
- $28,779,000Total costs
- 27,189Total average daily traffic
- 2,509Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Tioga
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21930-1939
- 21940-1949
- 21950-1959
- 21960-1969
- 11970-1979
- 51980-1989
- 41990-1999
- 12000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 11.1%Excellent
- 22.2%Very good
- 38.9%Good
- 16.7%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Excellent
- 16.7%Very good
- 55.6%Good
- 5.6%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 5.6%Excellent
- 16.7%Very good
- 44.4%Good
- 11.1%Satisfactory
- 16.7%Fair
- 5.6%Critical
- Bridge Condition - Channel
- 15.0%Good
- 55.0%Satisfactory
- 25.0%Fair
- 5.0%Serious
- Bridge Condition - Culverts
- 33.3%Excellent
- 66.7%Satisfactory
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Structure Number: 10129, Location: RTE 17C E TIOGA CENTER (Lat: 42.059536, Lng: -76.345461), Route carried "on" structure: State highway 17C, Year Built: 2001, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 3,290 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 3,432 (year 2040), Design Load: HS 25 or greater, Features Intersected: PIPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.933, 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: 46.3m (151.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,651,000, Roadway Improvement Cost: $967,000, Total Project Cost: $2,618,000 ( 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: 10129, Location: RTE 17C E TIOGA CENTER (Lat: 42.059536, Lng: -76.345461), Route carried "on" structure: State highway 17C, Year Built: 2001, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 3,290 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 3,432 (year 2040), Design Load: HS 25 or greater, Features Intersected: PIPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.933, 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: 46.3m (151.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,651,000, Roadway Improvement Cost: $967,000, Total Project Cost: $2,618,000 ( 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: 101291, Location: 3.5 MI WEST OF OWEGO (Lat: 42.085711, Lng: -76.320056), Route carried "on" structure: State highway 17C, Year Built: 1996, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 2,495 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,602 (year 2040), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.714, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.2m (164.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,582,000, Roadway Improvement Cost: $1,512,000, Total Project Cost: $4,095,000 ( 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: 101291, Location: 3.5 MI WEST OF OWEGO (Lat: 42.085711, Lng: -76.320056), Route carried "on" structure: State highway 17C, Year Built: 1996, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 2,495 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,602 (year 2040), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.714, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.2m (164.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,582,000, Roadway Improvement Cost: $1,512,000, Total Project Cost: $4,095,000 ( 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: 101292, Location: 3.0 MI W OF OWEGO (Lat: 42.086600, Lng: -76.311392), Route carried "on" structure: State highway 17C, Year Built: 1995, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,495 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,602 (year 2040), Design Load: HS 25 or greater, Features Intersected: THORNE HOLLOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.454, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $218,000, Total Project Cost: $589,000 ( Estimate for 2021)
Structure Number: 101292, Location: 3.0 MI W OF OWEGO (Lat: 42.086600, Lng: -76.311392), Route carried "on" structure: State highway 17C, Year Built: 1995, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,495 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,602 (year 2040), Design Load: HS 25 or greater, Features Intersected: THORNE HOLLOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.454, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $218,000, Total Project Cost: $589,000 ( Estimate for 2021)
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Structure Number: 101293, Location: JCT RTE 17 & CATATONK (Lat: 42.096894, Lng: -76.277447), Route carried "on" structure: State highway 17C, Year Built: 1993, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 6,011 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 7,302 (year 2040), Design Load: HS 20, Features Intersected: OWEGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.705, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.8 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: 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: 8.16m (26.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,983,000, Roadway Improvement Cost: $1,161,000, Total Project Cost: $3,144,000 ( 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: 101293, Location: JCT RTE 17 & CATATONK (Lat: 42.096894, Lng: -76.277447), Route carried "on" structure: State highway 17C, Year Built: 1993, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 6,011 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 7,302 (year 2040), Design Load: HS 20, Features Intersected: OWEGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.705, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.8 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: 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: 8.16m (26.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,983,000, Roadway Improvement Cost: $1,161,000, Total Project Cost: $3,144,000 ( 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: 109641, Location: IN SMITHBORO ON S.H.17C (Lat: 42.033869, Lng: -76.399961), Route carried "on" structure: State highway 17C, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,103 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,193 (year 2040), Design Load: H 20, Features Intersected: TRIB. SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.626, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $613,000, Roadway Improvement Cost: $359,000, Total Project Cost: $972,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 109641, Location: IN SMITHBORO ON S.H.17C (Lat: 42.033869, Lng: -76.399961), Route carried "on" structure: State highway 17C, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,103 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,193 (year 2040), Design Load: H 20, Features Intersected: TRIB. SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.626, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $613,000, Roadway Improvement Cost: $359,000, Total Project Cost: $972,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221896, Location: 0.5 MI N TIOGA CENTER (Lat: 42.062722, Lng: -76.350825), Route carried "on" structure: Other road , Year Built: 1987, Year Reconstructed: 2014, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 386 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 540 (year 2036), Design Load: HS 20, Features Intersected: PIPE CREEK, Facility Carried by Structure: ALLYN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $1,471,000, Roadway Improvement Cost: $862,000, Total Project Cost: $2,333,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221896, Location: 0.5 MI N TIOGA CENTER (Lat: 42.062722, Lng: -76.350825), Route carried "on" structure: Other road , Year Built: 1987, Year Reconstructed: 2014, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 386 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 540 (year 2036), Design Load: HS 20, Features Intersected: PIPE CREEK, Facility Carried by Structure: ALLYN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $1,471,000, Roadway Improvement Cost: $862,000, Total Project Cost: $2,333,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2219, Location: 3.2 MI NE OF SMITHBORO (Lat: 42.073497, Lng: -76.375647), Route carried "on" structure: Other road , Year Built: 1940, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 247 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 346 (year 2039), Features Intersected: NEIGER HOLLOW CRK, Facility Carried by Structure: DIAMOND VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.188, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Critical, Channel: Serious, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $175,000, Total Project Cost: $474,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2219, Location: 3.2 MI NE OF SMITHBORO (Lat: 42.073497, Lng: -76.375647), Route carried "on" structure: Other road , Year Built: 1940, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 247 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 346 (year 2039), Features Intersected: NEIGER HOLLOW CRK, Facility Carried by Structure: DIAMOND VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.188, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Critical, Channel: Serious, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $175,000, Total Project Cost: $474,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221901, Location: 1.8 MI NW OF TIOGA CENTER (Lat: 42.074414, Lng: -76.370706), Route carried "on" structure: Other road , Year Built: 1983, Status: Posted for load, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 247 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 346 (year 2039), Design Load: HS 20, Features Intersected: DIAMOND VALLEY CK, Facility Carried by Structure: DIAMOND VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2017, Bridge Improvement Cost: $571,000, Roadway Improvement Cost: $334,000, Total Project Cost: $905,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221901, Location: 1.8 MI NW OF TIOGA CENTER (Lat: 42.074414, Lng: -76.370706), Route carried "on" structure: Other road , Year Built: 1983, Status: Posted for load, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 247 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 346 (year 2039), Design Load: HS 20, Features Intersected: DIAMOND VALLEY CK, Facility Carried by Structure: DIAMOND VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2017, Bridge Improvement Cost: $571,000, Roadway Improvement Cost: $334,000, Total Project Cost: $905,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221903, Location: 1 MI SW OF STRAITS CORNRS (Lat: 42.141422, Lng: -76.395744), Route carried "on" structure: Other road , Year Built: 1985, Year Reconstructed: 2004, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 66 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 92 (year 2036), Features Intersected: EVELIEN HILL CRK, Facility Carried by Structure: EVELIEN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, 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: 5.0m (16.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $64,000, Total Project Cost: $174,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 221903, Location: 1 MI SW OF STRAITS CORNRS (Lat: 42.141422, Lng: -76.395744), Route carried "on" structure: Other road , Year Built: 1985, Year Reconstructed: 2004, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 66 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 92 (year 2036), Features Intersected: EVELIEN HILL CRK, Facility Carried by Structure: EVELIEN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, 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: 5.0m (16.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $64,000, Total Project Cost: $174,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 221907, Location: 3.0 MI N OF SMITHBORO (Lat: 42.074342, Lng: -76.400892), Route carried "on" structure: Other road , Year Built: 1934, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 98 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 137 (year 2036), Features Intersected: ALDER SWAMP CREEK, Facility Carried by Structure: ROSS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.583, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $156,000, Total Project Cost: $423,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221907, Location: 3.0 MI N OF SMITHBORO (Lat: 42.074342, Lng: -76.400892), Route carried "on" structure: Other road , Year Built: 1934, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 98 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 137 (year 2036), Features Intersected: ALDER SWAMP CREEK, Facility Carried by Structure: ROSS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.583, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $156,000, Total Project Cost: $423,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 227154, Location: 2.9 MI NW OF TIOGA CENTER (Lat: 42.120689, Lng: -76.395425), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 824 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 859 (year 2040), Design Load: HL 93, Features Intersected: TRIBUTARY TO PIPE CREEK, Facility Carried by Structure: HALSEY VALLEY ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 8.158, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $254,000, Total Project Cost: $689,000 ( 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: 227154, Location: 2.9 MI NW OF TIOGA CENTER (Lat: 42.120689, Lng: -76.395425), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 824 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 859 (year 2040), Design Load: HL 93, Features Intersected: TRIBUTARY TO PIPE CREEK, Facility Carried by Structure: HALSEY VALLEY ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 8.158, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $254,000, Total Project Cost: $689,000 ( 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: 333496, Location: 2.6 MI NW OF TIOGA CENTER (Lat: 42.091864, Lng: -76.366703), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 824 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 859 (year 2040), Design Load: H 20, Features Intersected: PIPE CREEK, Facility Carried by Structure: HALSEY VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $428,000, Roadway Improvement Cost: $250,000, Total Project Cost: $678,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333496, Location: 2.6 MI NW OF TIOGA CENTER (Lat: 42.091864, Lng: -76.366703), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 824 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 859 (year 2040), Design Load: H 20, Features Intersected: PIPE CREEK, Facility Carried by Structure: HALSEY VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $428,000, Roadway Improvement Cost: $250,000, Total Project Cost: $678,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333497, Location: 2.9 MI NW OF TIOGA CENTER (Lat: 42.091814, Lng: -76.366653), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 2011, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 824 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 859 (year 2040), Design Load: HS 20, Features Intersected: PIPE CREEK, Facility Carried by Structure: HALSEY VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.151, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 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: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $837,000, Roadway Improvement Cost: $490,000, Total Project Cost: $1,327,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 333497, Location: 2.9 MI NW OF TIOGA CENTER (Lat: 42.091814, Lng: -76.366653), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 2011, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 824 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 859 (year 2040), Design Load: HS 20, Features Intersected: PIPE CREEK, Facility Carried by Structure: HALSEY VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.151, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 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: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $837,000, Roadway Improvement Cost: $490,000, Total Project Cost: $1,327,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 333504, Location: 5.8 MI NE OF SMITHBORO (Lat: 42.111794, Lng: -76.382656), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 429 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 601 (year 2039), Design Load: HL 93, Features Intersected: PIPE CREEK, Facility Carried by Structure: STRAITS CORNERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 75.5 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: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $807,000, Roadway Improvement Cost: $473,000, Total Project Cost: $1,280,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 333504, Location: 5.8 MI NE OF SMITHBORO (Lat: 42.111794, Lng: -76.382656), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 429 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 601 (year 2039), Design Load: HL 93, Features Intersected: PIPE CREEK, Facility Carried by Structure: STRAITS CORNERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 75.5 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: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $807,000, Roadway Improvement Cost: $473,000, Total Project Cost: $1,280,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 333505, Location: 6.7 MI NE OF SMITHBORO (Lat: 42.124239, Lng: -76.383550), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 429 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 601 (year 2039), Design Load: HS 20, Features Intersected: PIPE CREEK, Facility Carried by Structure: STRAITS CORNRS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.512, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $614,000, Roadway Improvement Cost: $360,000, Total Project Cost: $974,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 333505, Location: 6.7 MI NE OF SMITHBORO (Lat: 42.124239, Lng: -76.383550), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 429 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 601 (year 2039), Design Load: HS 20, Features Intersected: PIPE CREEK, Facility Carried by Structure: STRAITS CORNRS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.512, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $614,000, Roadway Improvement Cost: $360,000, Total Project Cost: $974,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 333506, Location: IN STRAITS CORNERS (Lat: 42.150006, Lng: -76.380531), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 257 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 360 (year 2037), Design Load: HS 25 or greater, Features Intersected: CHAMBERS CREEK, Facility Carried by Structure: STRAITS CORNERS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.489, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $288,000, Total Project Cost: $780,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333506, Location: IN STRAITS CORNERS (Lat: 42.150006, Lng: -76.380531), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 257 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 360 (year 2037), Design Load: HS 25 or greater, Features Intersected: CHAMBERS CREEK, Facility Carried by Structure: STRAITS CORNERS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.489, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $288,000, Total Project Cost: $780,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333511, Location: 2.4 MI W OF OWEGO - CR906 (Lat: 42.096561, Lng: -76.304958), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,170 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 1,220 (year 2040), Design Load: HS 20, Features Intersected: THORN HLLOW CREEK, Facility Carried by Structure: GLEN MARY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 88.0 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $176,000, Total Project Cost: $476,000 ( Estimate for 2021)
Structure Number: 333511, Location: 2.4 MI W OF OWEGO - CR906 (Lat: 42.096561, Lng: -76.304958), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,170 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 1,220 (year 2040), Design Load: HS 20, Features Intersected: THORN HLLOW CREEK, Facility Carried by Structure: GLEN MARY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 88.0 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $176,000, Total Project Cost: $476,000 ( Estimate for 2021)
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Structure Number: 333512, Location: 1.2 MI SE OF CATATONK (Lat: 42.142808, Lng: -76.294981), Route carried "on" structure: Other road , Year Built: 1967, Year Reconstructed: 2009, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 1,178 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,457 (year 2040), Design Load: H 20, Features Intersected: CATATONK CREEK, Facility Carried by Structure: GLEN MARY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.914, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.66m (18.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,210,000, Roadway Improvement Cost: $709,000, Total Project Cost: $1,919,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 333512, Location: 1.2 MI SE OF CATATONK (Lat: 42.142808, Lng: -76.294981), Route carried "on" structure: Other road , Year Built: 1967, Year Reconstructed: 2009, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 1,178 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,457 (year 2040), Design Load: H 20, Features Intersected: CATATONK CREEK, Facility Carried by Structure: GLEN MARY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.914, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.66m (18.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,210,000, Roadway Improvement Cost: $709,000, Total Project Cost: $1,919,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 333514, Location: 1 MILE NW OF OWEGO (Lat: 42.111542, Lng: -76.278586), Route carried "on" structure: County highway , Year Built: 1963, Year Reconstructed: 2004, Status: Open, Structure Length: 9.97m (32.71ft), Average Daily Traffic: 2,695 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 3,334 (year 2040), Design Load: HS 20, Features Intersected: OWEGO CREEK, Facility Carried by Structure: TALCOTT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.96m (32.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,140,000, Roadway Improvement Cost: $1,253,000, Total Project Cost: $3,393,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 333514, Location: 1 MILE NW OF OWEGO (Lat: 42.111542, Lng: -76.278586), Route carried "on" structure: County highway , Year Built: 1963, Year Reconstructed: 2004, Status: Open, Structure Length: 9.97m (32.71ft), Average Daily Traffic: 2,695 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 3,334 (year 2040), Design Load: HS 20, Features Intersected: OWEGO CREEK, Facility Carried by Structure: TALCOTT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.96m (32.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,140,000, Roadway Improvement Cost: $1,253,000, Total Project Cost: $3,393,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 333554, Location: 1.5 MI NW OF TIOGA CENTER (Lat: 42.074400, Lng: -76.359236), Route carried "on" structure: Other road , Year Built: 1972, Year Reconstructed: 2018, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 247 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 346 (year 2039), Design Load: HS 20, Features Intersected: PIPE CREEK, Facility Carried by Structure: DIAMOND VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $853,000, Roadway Improvement Cost: $499,000, Total Project Cost: $1,352,000 ( 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: 333554, Location: 1.5 MI NW OF TIOGA CENTER (Lat: 42.074400, Lng: -76.359236), Route carried "on" structure: Other road , Year Built: 1972, Year Reconstructed: 2018, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 247 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 346 (year 2039), Design Load: HS 20, Features Intersected: PIPE CREEK, Facility Carried by Structure: DIAMOND VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $853,000, Roadway Improvement Cost: $499,000, Total Project Cost: $1,352,000 ( 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: 337119, Location: Town of TIOGA (Lat: 42.142697, Lng: -76.439592), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 824 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 859 (year 2040), Design Load: HL 93, Features Intersected: UN-NAMED STREAM, Facility Carried by Structure: COUNTY ROAD 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Excellent, Operating Rating: 44.1 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable 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: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $68,000, Total Project Cost: $184,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 337119, Location: Town of TIOGA (Lat: 42.142697, Lng: -76.439592), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 824 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 859 (year 2040), Design Load: HL 93, Features Intersected: UN-NAMED STREAM, Facility Carried by Structure: COUNTY ROAD 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Excellent, Operating Rating: 44.1 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable 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: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $68,000, Total Project Cost: $184,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 721898, Location: 1.1 MI SE OF BARTON (Lat: 42.036486, Lng: -76.428719), Route carried "under" structure: Other road , Year Built: 1948, Structure Length: 0. m, Features Intersected: BARTON ROAD, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.75m (12.30ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 10.3m (33.8ft)
Structure Number: 721898, Location: 1.1 MI SE OF BARTON (Lat: 42.036486, Lng: -76.428719), Route carried "under" structure: Other road , Year Built: 1948, Structure Length: 0. m, Features Intersected: BARTON ROAD, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.75m (12.30ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 10.3m (33.8ft)
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Structure Number: 721899, Location: 1.3 MI W OF SMITHBORO (Lat: 42.036519, Lng: -76.428692), Route carried "under" structure: Other road , Year Built: 1915, Structure Length: 0. m, Average Daily Traffic: 50 (year 2021), Features Intersected: BARTON ROAD, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.14m (10.30ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.7m (31.8ft)
Structure Number: 721899, Location: 1.3 MI W OF SMITHBORO (Lat: 42.036519, Lng: -76.428692), Route carried "under" structure: Other road , Year Built: 1915, Structure Length: 0. m, Average Daily Traffic: 50 (year 2021), Features Intersected: BARTON ROAD, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.14m (10.30ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.7m (31.8ft)