Bridge Statistics for Newark Valley, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 157ft / 47.7mTotal length
- $24,667,000Total costs
- 19,698Total average daily traffic
- 1,822Total average daily truck traffic
- 22,113Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Newark Valley
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 21940-1949
- 41950-1959
- 11960-1969
- 21970-1979
- 11990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 13.3%Excellent
- 6.7%Very good
- 26.7%Good
- 40.0%Satisfactory
- 13.3%Fair
- Bridge Condition - Superstructure
- 6.7%Excellent
- 20.0%Very good
- 20.0%Good
- 33.3%Satisfactory
- 13.3%Fair
- 6.7%Serious
- Bridge Condition - Substructure
- 13.3%Excellent
- 6.7%Very good
- 20.0%Good
- 20.0%Satisfactory
- 26.7%Fair
- 6.7%Serious
- 6.7%Critical
- Bridge Condition - Channel
- 6.7%Excellent
- 6.7%Very good
- 6.7%Good
- 46.7%Satisfactory
- 20.0%Fair
- 6.7%Poor
- 6.7%Serious
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Structure Number: 102408, Location: 6.9 MI N OF OWEGO (Lat: 42.181967, Lng: -76.211050), Route carried "on" structure: State highway 38, Year Built: 1940, Year Reconstructed: 2018, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 3,720 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,743 (year 2040), Design Load: HS 20, Features Intersected: WADE HOLLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.158, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 77.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $721,000, Roadway Improvement Cost: $422,000, Total Project Cost: $1,143,000 ( 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: 102408, Location: 6.9 MI N OF OWEGO (Lat: 42.181967, Lng: -76.211050), Route carried "on" structure: State highway 38, Year Built: 1940, Year Reconstructed: 2018, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 3,720 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,743 (year 2040), Design Load: HS 20, Features Intersected: WADE HOLLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.158, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 77.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $721,000, Roadway Improvement Cost: $422,000, Total Project Cost: $1,143,000 ( 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: 102409, Location: 1.6 MI N OF NEWARK VALLEY (Lat: 42.243544, Lng: -76.177475), Route carried "on" structure: State highway 38, Year Built: 1936, Year Reconstructed: 2013, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 3,438 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,459 (year 2040), Design Load: H 20, Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.639, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 67.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $581,000, Roadway Improvement Cost: $340,000, Total Project Cost: $921,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 102409, Location: 1.6 MI N OF NEWARK VALLEY (Lat: 42.243544, Lng: -76.177475), Route carried "on" structure: State highway 38, Year Built: 1936, Year Reconstructed: 2013, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 3,438 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,459 (year 2040), Design Load: H 20, Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.639, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 67.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $581,000, Roadway Improvement Cost: $340,000, Total Project Cost: $921,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 10241, Location: 2.0 MI N OF NEWARK VALLEY (Lat: 42.248889, Lng: -76.178094), Route carried "on" structure: State highway 38, Year Built: 1962, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 3,438 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,459 (year 2040), Design Load: HS 20, Features Intersected: EAST BRANCH OWEGO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,398,000, Roadway Improvement Cost: $819,000, Total Project Cost: $2,217,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 10241, Location: 2.0 MI N OF NEWARK VALLEY (Lat: 42.248889, Lng: -76.178094), Route carried "on" structure: State highway 38, Year Built: 1962, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 3,438 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,459 (year 2040), Design Load: HS 20, Features Intersected: EAST BRANCH OWEGO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,398,000, Roadway Improvement Cost: $819,000, Total Project Cost: $2,217,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 221858, Location: 3.5 MI SW NEWARK VALLEY (Lat: 42.200106, Lng: -76.240275), Route carried "on" structure: Other road , Year Built: 1978, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 42 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 59 (year 2036), Design Load: HS 15, Features Intersected: WEST BRANCH OWEGO CREEK, Facility Carried by Structure: BLEWER-MEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $898,000, Roadway Improvement Cost: $526,000, Total Project Cost: $1,424,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 221858, Location: 3.5 MI SW NEWARK VALLEY (Lat: 42.200106, Lng: -76.240275), Route carried "on" structure: Other road , Year Built: 1978, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 42 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 59 (year 2036), Design Load: HS 15, Features Intersected: WEST BRANCH OWEGO CREEK, Facility Carried by Structure: BLEWER-MEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $898,000, Roadway Improvement Cost: $526,000, Total Project Cost: $1,424,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 221859, Location: 3.6 MI SE OF BERKSHIRE (Lat: 42.257381, Lng: -76.157333), Route carried "on" structure: Other road , Year Built: 1937, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 92 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 129 (year 2039), Features Intersected: WILSON CREEK, Facility Carried by Structure: DALTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Critical, Channel: Serious, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: March 2020, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $108,000, Total Project Cost: $292,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221859, Location: 3.6 MI SE OF BERKSHIRE (Lat: 42.257381, Lng: -76.157333), Route carried "on" structure: Other road , Year Built: 1937, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 92 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 129 (year 2039), Features Intersected: WILSON CREEK, Facility Carried by Structure: DALTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Critical, Channel: Serious, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: March 2020, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $108,000, Total Project Cost: $292,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221861, Location: 2.9 MI SE OF BERKSHIRE (Lat: 42.273136, Lng: -76.152100), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 2014, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 359 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 503 (year 2037), Features Intersected: WILSON CREEK, Facility Carried by Structure: KETCHUMVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $322,000, Total Project Cost: $872,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 221861, Location: 2.9 MI SE OF BERKSHIRE (Lat: 42.273136, Lng: -76.152100), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 2014, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 359 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 503 (year 2037), Features Intersected: WILSON CREEK, Facility Carried by Structure: KETCHUMVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $322,000, Total Project Cost: $872,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 221866, Location: 3.7 MI S OF NEWARK VALLEY (Lat: 42.180136, Lng: -76.218294), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 345 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 483 (year 2037), Design Load: HS 20, Features Intersected: E BR OWEGO CREEK, Facility Carried by Structure: BLODGETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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 minimum criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $1,225,000, Roadway Improvement Cost: $717,000, Total Project Cost: $1,943,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221866, Location: 3.7 MI S OF NEWARK VALLEY (Lat: 42.180136, Lng: -76.218294), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 345 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 483 (year 2037), Design Load: HS 20, Features Intersected: E BR OWEGO CREEK, Facility Carried by Structure: BLODGETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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 minimum criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $1,225,000, Roadway Improvement Cost: $717,000, Total Project Cost: $1,943,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333516, Location: 4.4 MI SW NEWARK VALLEY (Lat: 42.185792, Lng: -76.247175), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 2007, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 988 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,030 (year 2040), Design Load: H 20, Features Intersected: W BR OWEGO CREEK, Facility Carried by Structure: CR 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.025, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,190,000, Roadway Improvement Cost: $697,000, Total Project Cost: $1,887,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 333516, Location: 4.4 MI SW NEWARK VALLEY (Lat: 42.185792, Lng: -76.247175), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 2007, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 988 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,030 (year 2040), Design Load: H 20, Features Intersected: W BR OWEGO CREEK, Facility Carried by Structure: CR 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.025, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,190,000, Roadway Improvement Cost: $697,000, Total Project Cost: $1,887,000 ( 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: 333517, Location: 4.1 MI SW NEWARK VALLEY (Lat: 42.195419, Lng: -76.247197), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,314 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,370 (year 2040), Design Load: H 20, Features Intersected: DOOLITTLE CREEK, Facility Carried by Structure: WEST CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.103, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $610,000, Roadway Improvement Cost: $357,000, Total Project Cost: $968,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333517, Location: 4.1 MI SW NEWARK VALLEY (Lat: 42.195419, Lng: -76.247197), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,314 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,370 (year 2040), Design Load: H 20, Features Intersected: DOOLITTLE CREEK, Facility Carried by Structure: WEST CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.103, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $610,000, Roadway Improvement Cost: $357,000, Total Project Cost: $968,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333519, Location: 2.7 MI W OF NEWARK VALLEY (Lat: 42.223917, Lng: -76.235025), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1999, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 1,314 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,370 (year 2040), Design Load: HS 25 or greater, Features Intersected: W BR OWEGO CREEK, Facility Carried by Structure: County Road 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.466, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,210,000, Roadway Improvement Cost: $708,000, Total Project Cost: $1,918,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333519, Location: 2.7 MI W OF NEWARK VALLEY (Lat: 42.223917, Lng: -76.235025), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1999, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 1,314 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,370 (year 2040), Design Load: HS 25 or greater, Features Intersected: W BR OWEGO CREEK, Facility Carried by Structure: County Road 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.466, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,210,000, Roadway Improvement Cost: $708,000, Total Project Cost: $1,918,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333525, Location: 0.9 MI SW NEWARK VALLEY (Lat: 42.213747, Lng: -76.193867), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 320 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 448 (year 2029), Design Load: HS 25 or greater, Features Intersected: E BR OWEGO CREEK, Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.35m (14.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $947,000, Roadway Improvement Cost: $555,000, Total Project Cost: $1,502,000 ( 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: 333525, Location: 0.9 MI SW NEWARK VALLEY (Lat: 42.213747, Lng: -76.193867), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 320 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 448 (year 2029), Design Load: HS 25 or greater, Features Intersected: E BR OWEGO CREEK, Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.35m (14.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $947,000, Roadway Improvement Cost: $555,000, Total Project Cost: $1,502,000 ( 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: 333526, Location: IN NEWARK VALLEY (Lat: 42.224456, Lng: -76.184914), Route carried "on" structure: Other road , Year Built: 1937, Year Reconstructed: 2003, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,939 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,715 (year 2039), Design Load: HS 25 or greater, Features Intersected: E BR OF OWEGO CRK, Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, 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: 36.5m (119.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $3,893,000, Roadway Improvement Cost: $2,280,000, Total Project Cost: $6,173,000 ( 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: 333526, Location: IN NEWARK VALLEY (Lat: 42.224456, Lng: -76.184914), Route carried "on" structure: Other road , Year Built: 1937, Year Reconstructed: 2003, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,939 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,715 (year 2039), Design Load: HS 25 or greater, Features Intersected: E BR OF OWEGO CRK, Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, 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: 36.5m (119.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $3,893,000, Roadway Improvement Cost: $2,280,000, Total Project Cost: $6,173,000 ( 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: 333528, Location: 1.0 MI N OF NEWARK VALLEY (Lat: 42.238739, Lng: -76.180033), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 1,221 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,709 (year 2037), Design Load: HL 93, Features Intersected: E BR OWEGO CREEK, Facility Carried by Structure: TAPPAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 60.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,064,000, Roadway Improvement Cost: $623,000, Total Project Cost: $1,687,000 ( 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: 333528, Location: 1.0 MI N OF NEWARK VALLEY (Lat: 42.238739, Lng: -76.180033), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 1,221 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,709 (year 2037), Design Load: HL 93, Features Intersected: E BR OWEGO CREEK, Facility Carried by Structure: TAPPAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 60.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,064,000, Roadway Improvement Cost: $623,000, Total Project Cost: $1,687,000 ( 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: 333529, Location: 2.7 MI S OF BERKSHIRE (Lat: 42.265947, Lng: -76.174189), Route carried "on" structure: Other road , Year Built: 1958, Status: Closed, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 269 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 377 (year 2036), Design Load: H 15, Features Intersected: EAST BRANCH OF OWEGO CRE, Facility Carried by Structure: BROWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, 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: 2.77m (9.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $457,000, Roadway Improvement Cost: $268,000, Total Project Cost: $724,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 333529, Location: 2.7 MI S OF BERKSHIRE (Lat: 42.265947, Lng: -76.174189), Route carried "on" structure: Other road , Year Built: 1958, Status: Closed, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 269 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 377 (year 2036), Design Load: H 15, Features Intersected: EAST BRANCH OF OWEGO CRE, Facility Carried by Structure: BROWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, 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: 2.77m (9.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $457,000, Roadway Improvement Cost: $268,000, Total Project Cost: $724,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 333533, Location: 1.7 MI NE NEWARK VALLEY (Lat: 42.244425, Lng: -76.168206), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 899 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,259 (year 2037), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: WILSON CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $628,000, Roadway Improvement Cost: $368,000, Total Project Cost: $996,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333533, Location: 1.7 MI NE NEWARK VALLEY (Lat: 42.244425, Lng: -76.168206), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 899 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,259 (year 2037), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: WILSON CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $628,000, Roadway Improvement Cost: $368,000, Total Project Cost: $996,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other