Bridge Statistics for Lebanon, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 56ft / 16.5mTotal length
- $5,852,000Total costs
- 7,635Total average daily traffic
- 532Total average daily truck traffic
- 10,688Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lebanon
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 61950-1959
- 21960-1969
- 21980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 10.0%Excellent
- 20.0%Very good
- 30.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
- Bridge Condition - Superstructure
- 18.2%Excellent
- 18.2%Very good
- 18.2%Good
- 18.2%Satisfactory
- 27.3%Fair
- Bridge Condition - Substructure
- 36.4%Good
- 36.4%Satisfactory
- 27.3%Fair
- Bridge Condition - Channel
- 7.1%Excellent
- 21.4%Good
- 21.4%Satisfactory
- 50.0%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Poor
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Structure Number: 226665, Location: AT LEBANON (Lat: 42.774794, Lng: -75.617786), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 48 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 67 (year 2039), Features Intersected: STONE MILL BROOK, Facility Carried by Structure: DEEP SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.459, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $76,000, Total Project Cost: $205,000 ( Estimate for 2021)
Structure Number: 226665, Location: AT LEBANON (Lat: 42.774794, Lng: -75.617786), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 48 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 67 (year 2039), Features Intersected: STONE MILL BROOK, Facility Carried by Structure: DEEP SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.459, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $76,000, Total Project Cost: $205,000 ( Estimate for 2021)
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Structure Number: 226822, Location: LEBANON RESERVOIR (Lat: 42.802181, Lng: -75.601258), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 437 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 612 (year 2036), Design Load: HS 20, Features Intersected: KINGSLEY BROOK, Facility Carried by Structure: CR 66 RESERVOIR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.926, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $233,000, Total Project Cost: $631,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 226822, Location: LEBANON RESERVOIR (Lat: 42.802181, Lng: -75.601258), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 437 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 612 (year 2036), Design Load: HS 20, Features Intersected: KINGSLEY BROOK, Facility Carried by Structure: CR 66 RESERVOIR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.926, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $233,000, Total Project Cost: $631,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 33084, Location: 1 MILE NE OF EARLVILLE (Lat: 42.757047, Lng: -75.577331), Route carried "on" structure: ServiceCounty highway , Year Built: 1994, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 246 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 344 (year 2036), Design Load: HS 25 or greater, Features Intersected: STONE MILL BROOK, Facility Carried by Structure: CR62 LEBANON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.210, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 64.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $223,000, Total Project Cost: $605,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33084, Location: 1 MILE NE OF EARLVILLE (Lat: 42.757047, Lng: -75.577331), Route carried "on" structure: ServiceCounty highway , Year Built: 1994, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 246 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 344 (year 2036), Design Load: HS 25 or greater, Features Intersected: STONE MILL BROOK, Facility Carried by Structure: CR62 LEBANON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.210, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 64.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $223,000, Total Project Cost: $605,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330841, Location: AT LEBANON (Lat: 42.755458, Lng: -75.576764), Route carried "on" structure: County highway , Year Built: 1958, Year Reconstructed: 2013, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 246 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 344 (year 2036), Design Load: HL 93, Features Intersected: STONE MILL BROOK, Facility Carried by Structure: CR 62
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.371, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Fair, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $167,000, Total Project Cost: $453,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330841, Location: AT LEBANON (Lat: 42.755458, Lng: -75.576764), Route carried "on" structure: County highway , Year Built: 1958, Year Reconstructed: 2013, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 246 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 344 (year 2036), Design Load: HL 93, Features Intersected: STONE MILL BROOK, Facility Carried by Structure: CR 62
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.371, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Fair, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $167,000, Total Project Cost: $453,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330842, Location: LEBANON (Lat: 42.752000, Lng: -75.554531), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 542 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 759 (year 2037), Design Load: H 20, Features Intersected: CHENANGO RIVER, Facility Carried by Structure: CR62 NOWER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.980, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $454,000, Roadway Improvement Cost: $266,000, Total Project Cost: $720,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330842, Location: LEBANON (Lat: 42.752000, Lng: -75.554531), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 542 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 759 (year 2037), Design Load: H 20, Features Intersected: CHENANGO RIVER, Facility Carried by Structure: CR62 NOWER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.980, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $454,000, Roadway Improvement Cost: $266,000, Total Project Cost: $720,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330843, Location: 2.0 MI.S.OF LEBANON (Lat: 42.758992, Lng: -75.658025), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 104 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 146 (year 2036), Features Intersected: LEBANON BROOK, Facility Carried by Structure: CR71 CAMPBELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, 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: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $214,000, Roadway Improvement Cost: $125,000, Total Project Cost: $340,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330843, Location: 2.0 MI.S.OF LEBANON (Lat: 42.758992, Lng: -75.658025), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 104 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 146 (year 2036), Features Intersected: LEBANON BROOK, Facility Carried by Structure: CR71 CAMPBELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, 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: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $214,000, Roadway Improvement Cost: $125,000, Total Project Cost: $340,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330844, Location: AT LEBANON (Lat: 42.749008, Lng: -75.558503), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,203 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,684 (year 2039), Design Load: H 20, Features Intersected: STONE MILL BROOK, Facility Carried by Structure: CR73 RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.7 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $165,000, Total Project Cost: $446,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330844, Location: AT LEBANON (Lat: 42.749008, Lng: -75.558503), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,203 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,684 (year 2039), Design Load: H 20, Features Intersected: STONE MILL BROOK, Facility Carried by Structure: CR73 RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.7 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $165,000, Total Project Cost: $446,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330845, Location: AT LEBANON (Lat: 42.813811, Lng: -75.586100), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,293 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,810 (year 2039), Features Intersected: BRADLEY BROOK, Facility Carried by Structure: CR73 RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.914, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 47.2 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $134,000, Total Project Cost: $362,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330845, Location: AT LEBANON (Lat: 42.813811, Lng: -75.586100), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,293 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,810 (year 2039), Features Intersected: BRADLEY BROOK, Facility Carried by Structure: CR73 RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.914, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 47.2 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $134,000, Total Project Cost: $362,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330846, Location: AT LEBANON (Lat: 42.810558, Lng: -75.579103), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1994, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 557 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 780 (year 2037), Design Load: HS 25 or greater, Features Intersected: CHENANGO RIVER, Facility Carried by Structure: CR66 ARMSTRONG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.613, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $190,000, Total Project Cost: $514,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 330846, Location: AT LEBANON (Lat: 42.810558, Lng: -75.579103), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1994, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 557 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 780 (year 2037), Design Load: HS 25 or greater, Features Intersected: CHENANGO RIVER, Facility Carried by Structure: CR66 ARMSTRONG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.613, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $190,000, Total Project Cost: $514,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 330847, Location: RANDALLSVILLE (Lat: 42.797781, Lng: -75.570525), Route carried "on" structure: County highway , Year Built: 1951, Year Reconstructed: 2004, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 942 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,319 (year 2039), Design Load: HS 25 or greater, Features Intersected: CHENANGO RIVER, Facility Carried by Structure: CR75 RANDALLSVILLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $232,000, Total Project Cost: $627,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 330847, Location: RANDALLSVILLE (Lat: 42.797781, Lng: -75.570525), Route carried "on" structure: County highway , Year Built: 1951, Year Reconstructed: 2004, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 942 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,319 (year 2039), Design Load: HS 25 or greater, Features Intersected: CHENANGO RIVER, Facility Carried by Structure: CR75 RANDALLSVILLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $232,000, Total Project Cost: $627,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 330848, Location: JCT MIDDLEPORT RDAND RT12 (Lat: 42.791033, Lng: -75.561489), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 406 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 568 (year 2036), Features Intersected: PAYNE BRK, Facility Carried by Structure: CR77 MIDDLEPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $118,000, Total Project Cost: $319,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330848, Location: JCT MIDDLEPORT RDAND RT12 (Lat: 42.791033, Lng: -75.561489), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 406 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 568 (year 2036), Features Intersected: PAYNE BRK, Facility Carried by Structure: CR77 MIDDLEPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $118,000, Total Project Cost: $319,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335806, Location: AT LEBANON (Lat: 42.782125, Lng: -75.647731), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 435 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 609 (year 2040), Design Load: H 20, Features Intersected: STONE MILL BROOK, Facility Carried by Structure: CR71 BRADLEY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.841, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $49,000, Total Project Cost: $133,000 ( Estimate for 2021)
Structure Number: 335806, Location: AT LEBANON (Lat: 42.782125, Lng: -75.647731), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 435 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 609 (year 2040), Design Load: H 20, Features Intersected: STONE MILL BROOK, Facility Carried by Structure: CR71 BRADLEY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.841, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $49,000, Total Project Cost: $133,000 ( Estimate for 2021)
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Structure Number: 336707, Location: IN LEBANON (Lat: 42.780964, Lng: -75.646003), Route carried "on" structure: County highway , Year Built: 1954, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 485 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 679 (year 2036), Design Load: HS 20, Features Intersected: STONE MILL BROOK, Facility Carried by Structure: CR62 LEBANON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.259, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $328,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 336707, Location: IN LEBANON (Lat: 42.780964, Lng: -75.646003), Route carried "on" structure: County highway , Year Built: 1954, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 485 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 679 (year 2036), Design Load: HS 20, Features Intersected: STONE MILL BROOK, Facility Carried by Structure: CR62 LEBANON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.259, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $328,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 442408, Location: S EATON W HAMILTON NY (Lat: 42.807189, Lng: -75.574242), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 691 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 967 (year 2039), Design Load: HS 20, Features Intersected: CHENANGO FEEDER, Facility Carried by Structure: ARMSTRONG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.241, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $62,000, Total Project Cost: $169,000 ( Estimate for 2021)
Structure Number: 442408, Location: S EATON W HAMILTON NY (Lat: 42.807189, Lng: -75.574242), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 691 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 967 (year 2039), Design Load: HS 20, Features Intersected: CHENANGO FEEDER, Facility Carried by Structure: ARMSTRONG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.241, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $62,000, Total Project Cost: $169,000 ( Estimate for 2021)