Bridge Statistics for New Lebanon, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 79ft / 23.9mTotal length
- $20,839,000Total costs
- 27,104Total average daily traffic
- 2,563Total average daily truck traffic
- 28,858Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for New Lebanon
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 51930-1939
- 61940-1949
- 41950-1959
- 11960-1969
- 11970-1979
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 5.9%Very good
- 11.8%Good
- 41.2%Satisfactory
- 29.4%Fair
- 11.8%Poor
- Bridge Condition - Superstructure
- 5.9%Very good
- 17.6%Good
- 41.2%Satisfactory
- 35.3%Fair
- Bridge Condition - Substructure
- 58.8%Satisfactory
- 41.2%Fair
- Bridge Condition - Channel
- 22.2%Satisfactory
- 72.2%Fair
- 5.6%Poor
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Structure Number: 101603, Location: 1.6 MI E RENS+COL CL (Lat: 42.485228, Lng: -73.474883), Route carried "on" structure: US 20, Year Built: 1947, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 4,713 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 4,757 (year 2040), Design Load: H 20, Features Intersected: HAND HOLLOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.542, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $710,000, Roadway Improvement Cost: $416,000, Total Project Cost: $1,125,000 ( Estimate for 2021)
Structure Number: 101603, Location: 1.6 MI E RENS+COL CL (Lat: 42.485228, Lng: -73.474883), Route carried "on" structure: US 20, Year Built: 1947, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 4,713 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 4,757 (year 2040), Design Load: H 20, Features Intersected: HAND HOLLOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.542, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $710,000, Roadway Improvement Cost: $416,000, Total Project Cost: $1,125,000 ( Estimate for 2021)
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Structure Number: 101604, Location: 5.3 MI E RENS+COL CL (Lat: 42.467053, Lng: -73.416392), Route carried "on" structure: US 20, Year Built: 1948, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 4,713 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 4,757 (year 2040), Design Load: H 20, Features Intersected: WYOMANOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.447, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,541,000, Roadway Improvement Cost: $1,488,000, Total Project Cost: $4,029,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 101604, Location: 5.3 MI E RENS+COL CL (Lat: 42.467053, Lng: -73.416392), Route carried "on" structure: US 20, Year Built: 1948, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 4,713 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 4,757 (year 2040), Design Load: H 20, Features Intersected: WYOMANOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.447, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,541,000, Roadway Improvement Cost: $1,488,000, Total Project Cost: $4,029,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 101605, Location: .8 MI N OF NEW LEBANON (Lat: 42.471708, Lng: -73.383906), Route carried "on" structure: US 20, Year Built: 1946, Year Reconstructed: 2013, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,401 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,442 (year 2040), Design Load: H 20, Features Intersected: WYOMANOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.456, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,866,000, Roadway Improvement Cost: $1,093,000, Total Project Cost: $2,959,000 ( 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: 101605, Location: .8 MI N OF NEW LEBANON (Lat: 42.471708, Lng: -73.383906), Route carried "on" structure: US 20, Year Built: 1946, Year Reconstructed: 2013, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,401 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,442 (year 2040), Design Load: H 20, Features Intersected: WYOMANOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.456, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,866,000, Roadway Improvement Cost: $1,093,000, Total Project Cost: $2,959,000 ( 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: 101689, Location: 2.6 MI N JCT SH22 & SH295 (Lat: 42.429850, Lng: -73.404656), Route carried "on" structure: State highway 22, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,454 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,477 (year 2040), Design Load: HS 20, Features Intersected: S BR WYOMANOCK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.350, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $223,000, Total Project Cost: $604,000 ( Estimate for 2021)
Structure Number: 101689, Location: 2.6 MI N JCT SH22 & SH295 (Lat: 42.429850, Lng: -73.404656), Route carried "on" structure: State highway 22, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,454 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,477 (year 2040), Design Load: HS 20, Features Intersected: S BR WYOMANOCK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.350, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $223,000, Total Project Cost: $604,000 ( Estimate for 2021)
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Structure Number: 10169, Location: 4.6 MI N JCT SH22 & SH295 (Lat: 42.458706, Lng: -73.397247), Route carried "on" structure: State highway 22, Year Built: 1934, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,454 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,477 (year 2040), Design Load: HS 20, Features Intersected: S B WYOMANOCK CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.600, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $176,000, Total Project Cost: $476,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 10169, Location: 4.6 MI N JCT SH22 & SH295 (Lat: 42.458706, Lng: -73.397247), Route carried "on" structure: State highway 22, Year Built: 1934, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,454 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,477 (year 2040), Design Load: HS 20, Features Intersected: S B WYOMANOCK CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.600, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $176,000, Total Project Cost: $476,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 101691, Location: 4.9 MI N JCT RTS 22+295 (Lat: 42.461664, Lng: -73.396914), Route carried "on" structure: State highway 22, Year Built: 1934, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,454 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,477 (year 2040), Design Load: HS 20, Features Intersected: WYOMANOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.938, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 70.8 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $157,000, Total Project Cost: $425,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 101691, Location: 4.9 MI N JCT RTS 22+295 (Lat: 42.461664, Lng: -73.396914), Route carried "on" structure: State highway 22, Year Built: 1934, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,454 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,477 (year 2040), Design Load: HS 20, Features Intersected: WYOMANOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.938, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 70.8 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $157,000, Total Project Cost: $425,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 106806, Location: 0.2 MI N JCT RTS22+20 (Lat: 42.473564, Lng: -73.382958), Route carried "on" structure: State highway 22, Year Built: 1929, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,794 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 3,103 (year 2040), Design Load: H 20, Features Intersected: WYOMANOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.772, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 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: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $462,000, Roadway Improvement Cost: $271,000, Total Project Cost: $733,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 106806, Location: 0.2 MI N JCT RTS22+20 (Lat: 42.473564, Lng: -73.382958), Route carried "on" structure: State highway 22, Year Built: 1929, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,794 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 3,103 (year 2040), Design Load: H 20, Features Intersected: WYOMANOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.772, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 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: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $462,000, Roadway Improvement Cost: $271,000, Total Project Cost: $733,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 322283, Location: 0.7 MI E OF W LEBANON (Lat: 42.489392, Lng: -73.453156), Route carried "on" structure: Other road , Year Built: 1947, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 855 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,197 (year 2039), Design Load: H 20, Features Intersected: WYOMANOCK CREEK, Facility Carried by Structure: ADAMS CROSSING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, 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: 23.5m (77.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.8 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,415,000, Roadway Improvement Cost: $829,000, Total Project Cost: $2,243,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 322283, Location: 0.7 MI E OF W LEBANON (Lat: 42.489392, Lng: -73.453156), Route carried "on" structure: Other road , Year Built: 1947, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 855 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,197 (year 2039), Design Load: H 20, Features Intersected: WYOMANOCK CREEK, Facility Carried by Structure: ADAMS CROSSING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, 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: 23.5m (77.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.8 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,415,000, Roadway Improvement Cost: $829,000, Total Project Cost: $2,243,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 322284, Location: 0.7 MI SW OF NEW LEBANON (Lat: 42.462925, Lng: -73.405572), Route carried "on" structure: Other road , Year Built: 1939, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 134 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 188 (year 2036), Design Load: H 20, Features Intersected: WYOMANOCK CREEK, Facility Carried by Structure: CANAAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.537, Lanes on structure: 2, Owner: County 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: 11.2m (36.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 58.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $311,000, Total Project Cost: $843,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 322284, Location: 0.7 MI SW OF NEW LEBANON (Lat: 42.462925, Lng: -73.405572), Route carried "on" structure: Other road , Year Built: 1939, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 134 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 188 (year 2036), Design Load: H 20, Features Intersected: WYOMANOCK CREEK, Facility Carried by Structure: CANAAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.537, Lanes on structure: 2, Owner: County 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: 11.2m (36.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 58.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $311,000, Total Project Cost: $843,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 322285, Location: AT NEW LEBANON (Lat: 42.464167, Lng: -73.390367), Route carried "on" structure: Other road , Year Built: 1962, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 310 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 434 (year 2036), Design Load: H 20, Features Intersected: WYOMANOCK CREEK, Facility Carried by Structure: SHAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $262,000, Roadway Improvement Cost: $154,000, Total Project Cost: $416,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 322285, Location: AT NEW LEBANON (Lat: 42.464167, Lng: -73.390367), Route carried "on" structure: Other road , Year Built: 1962, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 310 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 434 (year 2036), Design Load: H 20, Features Intersected: WYOMANOCK CREEK, Facility Carried by Structure: SHAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $262,000, Roadway Improvement Cost: $154,000, Total Project Cost: $416,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 322286, Location: AT NEW LEBANON CENTER (Lat: 42.470625, Lng: -73.424903), Route carried "on" structure: Other road , Year Built: 1939, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 108 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 151 (year 2036), Features Intersected: WYOMANOCK CREEK, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, 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: 12.1m (39.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $649,000, Roadway Improvement Cost: $380,000, Total Project Cost: $1,029,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 322286, Location: AT NEW LEBANON CENTER (Lat: 42.470625, Lng: -73.424903), Route carried "on" structure: Other road , Year Built: 1939, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 108 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 151 (year 2036), Features Intersected: WYOMANOCK CREEK, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, 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: 12.1m (39.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $649,000, Roadway Improvement Cost: $380,000, Total Project Cost: $1,029,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 322287, Location: 0.8 MI E OF W LEBANON (Lat: 42.492489, Lng: -73.452486), Route carried "on" structure: Other road , Year Built: 1971, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 444 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 622 (year 2036), Features Intersected: KINDERHOOK CREEK, Facility Carried by Structure: HANKY MULL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 18.5m (60.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.7 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $303,000, Total Project Cost: $819,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 322287, Location: 0.8 MI E OF W LEBANON (Lat: 42.492489, Lng: -73.452486), Route carried "on" structure: Other road , Year Built: 1971, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 444 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 622 (year 2036), Features Intersected: KINDERHOOK CREEK, Facility Carried by Structure: HANKY MULL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 18.5m (60.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.7 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $303,000, Total Project Cost: $819,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 322288, Location: AT NEW LEBANON CENTER (Lat: 42.468994, Lng: -73.422614), Route carried "on" structure: Other road , Year Built: 1950, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 88 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 123 (year 2036), Design Load: H 15, Features Intersected: WYOMANOCK CREEK, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, 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: 11.8m (38.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $667,000, Roadway Improvement Cost: $390,000, Total Project Cost: $1,057,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 322288, Location: AT NEW LEBANON CENTER (Lat: 42.468994, Lng: -73.422614), Route carried "on" structure: Other road , Year Built: 1950, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 88 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 123 (year 2036), Design Load: H 15, Features Intersected: WYOMANOCK CREEK, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, 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: 11.8m (38.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $667,000, Roadway Improvement Cost: $390,000, Total Project Cost: $1,057,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 322289, Location: AT LEBANON SPRINGS (Lat: 42.481264, Lng: -73.378083), Route carried "on" structure: Other road , Year Built: 1952, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 173 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 242 (year 2037), Design Load: H 20, Features Intersected: WYOMANOCK CREEK, Facility Carried by Structure: OLD POST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, 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: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.7 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: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: 0.85m (2.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $545,000, Roadway Improvement Cost: $319,000, Total Project Cost: $865,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 322289, Location: AT LEBANON SPRINGS (Lat: 42.481264, Lng: -73.378083), Route carried "on" structure: Other road , Year Built: 1952, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 173 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 242 (year 2037), Design Load: H 20, Features Intersected: WYOMANOCK CREEK, Facility Carried by Structure: OLD POST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, 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: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.7 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: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: 0.85m (2.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $545,000, Roadway Improvement Cost: $319,000, Total Project Cost: $865,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334221, Location: 1.2 MI E OF W LEBANON (Lat: 42.487633, Lng: -73.444128), Route carried "on" structure: County highway , Year Built: 1937, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 556 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 778 (year 2040), Features Intersected: WYOMANOCK CREEK, Facility Carried by Structure: COUNTY ROAD 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, 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: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 74.8 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: 57.3 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $579,000, Roadway Improvement Cost: $339,000, Total Project Cost: $918,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334221, Location: 1.2 MI E OF W LEBANON (Lat: 42.487633, Lng: -73.444128), Route carried "on" structure: County highway , Year Built: 1937, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 556 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 778 (year 2040), Features Intersected: WYOMANOCK CREEK, Facility Carried by Structure: COUNTY ROAD 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, 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: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 74.8 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: 57.3 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $579,000, Roadway Improvement Cost: $339,000, Total Project Cost: $918,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334242, Location: 1.2 MI S OF WEST LEBANON (Lat: 42.468997, Lng: -73.472914), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 151 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 211 (year 2035), Features Intersected: HOLLOW BROOK, Facility Carried by Structure: COUNTY ROAD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.4 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: 14.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $304,000, Total Project Cost: $823,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334242, Location: 1.2 MI S OF WEST LEBANON (Lat: 42.468997, Lng: -73.472914), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 151 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 211 (year 2035), Features Intersected: HOLLOW BROOK, Facility Carried by Structure: COUNTY ROAD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.4 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: 14.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $304,000, Total Project Cost: $823,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334243, Location: 1.2 MI S OF WEST LEBANON (Lat: 42.468344, Lng: -73.471361), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 151 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 211 (year 2035), Features Intersected: HOLLOW BROOK, Facility Carried by Structure: COUNTY ROAD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 18.8 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: 13.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 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: 334243, Location: 1.2 MI S OF WEST LEBANON (Lat: 42.468344, Lng: -73.471361), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 151 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 211 (year 2035), Features Intersected: HOLLOW BROOK, Facility Carried by Structure: COUNTY ROAD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 18.8 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: 13.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 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: 334256, Location: 1.7 MI S OF WEST LEBANON (Lat: 42.461586, Lng: -73.458883), Route carried "on" structure: County highway , Year Built: 1945, Year Reconstructed: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 151 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 211 (year 2035), Design Load: HS 25 or greater, Features Intersected: HOLLOW BROOK, Facility Carried by Structure: COUNTY ROAD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 97.2 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: 75.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $476,000, Roadway Improvement Cost: $279,000, Total Project Cost: $755,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 334256, Location: 1.7 MI S OF WEST LEBANON (Lat: 42.461586, Lng: -73.458883), Route carried "on" structure: County highway , Year Built: 1945, Year Reconstructed: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 151 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 211 (year 2035), Design Load: HS 25 or greater, Features Intersected: HOLLOW BROOK, Facility Carried by Structure: COUNTY ROAD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 97.2 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: 75.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $476,000, Roadway Improvement Cost: $279,000, Total Project Cost: $755,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing