Bridge Statistics for Andes, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 36ft / 11.5mTotal length
- $7,450,000Total costs
- 6,278Total average daily traffic
- 609Total average daily truck traffic
- 6,754Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Andes
- No street view available for this location
- New bridges - historical statistics
- 51940-1949
- 11950-1959
- 11970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 18.2%Excellent
- 9.1%Very good
- 27.3%Good
- 27.3%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 18.2%Excellent
- 9.1%Very good
- 9.1%Good
- 36.4%Satisfactory
- 27.3%Fair
- Bridge Condition - Substructure
- 18.2%Excellent
- 36.4%Good
- 18.2%Satisfactory
- 27.3%Fair
- Bridge Condition - Channel
- 27.3%Good
- 45.5%Satisfactory
- 18.2%Fair
- 9.1%Poor
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Structure Number: 10198, Location: AT ANDES (Lat: 42.192569, Lng: -74.774519), Route carried "on" structure: State highway 28, Year Built: 1947, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,056 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,066 (year 2040), Design Load: H 20, Features Intersected: GLADSTONE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.555, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $591,000, Roadway Improvement Cost: $346,000, Total Project Cost: $936,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10198, Location: AT ANDES (Lat: 42.192569, Lng: -74.774519), Route carried "on" structure: State highway 28, Year Built: 1947, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,056 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,066 (year 2040), Design Load: H 20, Features Intersected: GLADSTONE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.555, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $591,000, Roadway Improvement Cost: $346,000, Total Project Cost: $936,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101981, Location: AT ANDES (Lat: 42.190417, Lng: -74.782472), Route carried "on" structure: State highway 28, Year Built: 1947, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,056 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,066 (year 2040), Design Load: H 20, Features Intersected: GLADSTONE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.279, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $231,000, Total Project Cost: $625,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101981, Location: AT ANDES (Lat: 42.190417, Lng: -74.782472), Route carried "on" structure: State highway 28, Year Built: 1947, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,056 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,066 (year 2040), Design Load: H 20, Features Intersected: GLADSTONE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.279, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $231,000, Total Project Cost: $625,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101982, Location: AT ANDES (Lat: 42.189347, Lng: -74.786114), Route carried "on" structure: State highway 28, Year Built: 1947, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,357 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,369 (year 2040), Design Load: H 20, Features Intersected: GLADSTONE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.665, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $361,000, Roadway Improvement Cost: $211,000, Total Project Cost: $572,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101982, Location: AT ANDES (Lat: 42.189347, Lng: -74.786114), Route carried "on" structure: State highway 28, Year Built: 1947, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,357 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,369 (year 2040), Design Load: H 20, Features Intersected: GLADSTONE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.665, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $361,000, Roadway Improvement Cost: $211,000, Total Project Cost: $572,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101983, Location: AT ANDES (Lat: 42.190472, Lng: -74.786978), Route carried "on" structure: State highway 28, Year Built: 1947, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,357 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,369 (year 2040), Design Load: H 20, Features Intersected: LIDDLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.810, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $457,000, Total Project Cost: $1,239,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101983, Location: AT ANDES (Lat: 42.190472, Lng: -74.786978), Route carried "on" structure: State highway 28, Year Built: 1947, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,357 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,369 (year 2040), Design Load: H 20, Features Intersected: LIDDLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.810, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $457,000, Total Project Cost: $1,239,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222658, Location: 2.3 M SW OF ANDES (Lat: 42.156639, Lng: -74.799444), Route carried "on" structure: Other road , Year Built: 1976, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 28 (year 2037), Design Load: HS 20, Features Intersected: TREMPER KILL, Facility Carried by Structure: STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 76.2 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 minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $191,000, Total Project Cost: $516,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222658, Location: 2.3 M SW OF ANDES (Lat: 42.156639, Lng: -74.799444), Route carried "on" structure: Other road , Year Built: 1976, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 28 (year 2037), Design Load: HS 20, Features Intersected: TREMPER KILL, Facility Carried by Structure: STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 76.2 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 minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $191,000, Total Project Cost: $516,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2227291, Location: AT ANDES (Lat: 42.189739, Lng: -74.784889), Route carried "on" structure: Other road , Year Built: 1945, Year Reconstructed: 2018, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 24 (year 2019), Truck Traffic: 5%, Design Load: H 20, Features Intersected: GLADSTONE HOLLOW, Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $91,000, Total Project Cost: $247,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2227291, Location: AT ANDES (Lat: 42.189739, Lng: -74.784889), Route carried "on" structure: Other road , Year Built: 1945, Year Reconstructed: 2018, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 24 (year 2019), Truck Traffic: 5%, Design Load: H 20, Features Intersected: GLADSTONE HOLLOW, Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $91,000, Total Project Cost: $247,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226967, Location: 2 MI WEST OF ANDES (Lat: 42.177378, Lng: -74.804586), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Truck Traffic: 2%, Design Load: HS 25 or greater, Features Intersected: BULLET HOLE CREEK, Facility Carried by Structure: BULLET HOLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.303, 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: 7.3m (24.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $108,000, Total Project Cost: $293,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 226967, Location: 2 MI WEST OF ANDES (Lat: 42.177378, Lng: -74.804586), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Truck Traffic: 2%, Design Load: HS 25 or greater, Features Intersected: BULLET HOLE CREEK, Facility Carried by Structure: BULLET HOLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.303, 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: 7.3m (24.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $108,000, Total Project Cost: $293,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335174, Location: 5 MILES SOUTH OF ANDES (Lat: 42.126056, Lng: -74.811742), Route carried "on" structure: County highway , Year Built: 1952, Year Reconstructed: 1993, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 321 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 334 (year 2040), Features Intersected: TREMPER KILL, Facility Carried by Structure: TREMPER KILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.2m (30.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $905,000, Roadway Improvement Cost: $530,000, Total Project Cost: $1,436,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335174, Location: 5 MILES SOUTH OF ANDES (Lat: 42.126056, Lng: -74.811742), Route carried "on" structure: County highway , Year Built: 1952, Year Reconstructed: 1993, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 321 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 334 (year 2040), Features Intersected: TREMPER KILL, Facility Carried by Structure: TREMPER KILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.2m (30.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $905,000, Roadway Improvement Cost: $530,000, Total Project Cost: $1,436,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335176, Location: 1.5 MILES EAST OF ANDES (Lat: 42.195889, Lng: -74.815303), Route carried "on" structure: Alternate County highway , Year Built: 1984, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 449 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 629 (year 2040), Design Load: HS 20, Features Intersected: BIGGER HOLLOW BRK, Facility Carried by Structure: ANDES-DELANCE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.074, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $446,000, Roadway Improvement Cost: $261,000, Total Project Cost: $708,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335176, Location: 1.5 MILES EAST OF ANDES (Lat: 42.195889, Lng: -74.815303), Route carried "on" structure: Alternate County highway , Year Built: 1984, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 449 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 629 (year 2040), Design Load: HS 20, Features Intersected: BIGGER HOLLOW BRK, Facility Carried by Structure: ANDES-DELANCE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.074, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $446,000, Roadway Improvement Cost: $261,000, Total Project Cost: $708,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335177, Location: 3 MI SOUTH OF ANDES (Lat: 42.144672, Lng: -74.801744), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 27 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 38 (year 2037), Features Intersected: TREMPER KILL, Facility Carried by Structure: WOLF HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $143,000, Total Project Cost: $387,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335177, Location: 3 MI SOUTH OF ANDES (Lat: 42.144672, Lng: -74.801744), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 27 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 38 (year 2037), Features Intersected: TREMPER KILL, Facility Carried by Structure: WOLF HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $143,000, Total Project Cost: $387,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335178, Location: IN ANDES (Lat: 42.187953, Lng: -74.788000), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 611 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 855 (year 2038), Features Intersected: TREMPER KILL, Facility Carried by Structure: CABIN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $181,000, Total Project Cost: $491,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335178, Location: IN ANDES (Lat: 42.187953, Lng: -74.788000), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 611 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 855 (year 2038), Features Intersected: TREMPER KILL, Facility Carried by Structure: CABIN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $181,000, Total Project Cost: $491,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous