Bridge Statistics for Poestenkill, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 59ft / 18.4mTotal length
- $9,945,000Total costs
- 10,144Total average daily traffic
- 697Total average daily truck traffic
- 13,610Total future (year 2034) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Poestenkill
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11940-1949
- 41980-1989
- 52000-2009
- Bridge Condition - Deck
- 12.5%Very good
- 12.5%Good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 18.2%Excellent
- 27.3%Very good
- 18.2%Good
- 18.2%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 27.3%Excellent
- 18.2%Very good
- 9.1%Good
- 45.5%Satisfactory
- Bridge Condition - Channel
- 7.7%Very good
- 38.5%Good
- 15.4%Satisfactory
- 30.8%Fair
- 7.7%Poor
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Poor
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Structure Number: 13036, Location: VILLAGE OF POESTENKILL (Lat: 42.690931, Lng: -73.563642), Route carried "on" structure: State highway 351, Year Built: 2004, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 3,635 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 4,497 (year 2040), Design Load: HS 25 or greater, Features Intersected: POESTEN KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 80.7 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,511,000, Roadway Improvement Cost: $885,000, Total Project Cost: $2,396,000 ( 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: 13036, Location: VILLAGE OF POESTENKILL (Lat: 42.690931, Lng: -73.563642), Route carried "on" structure: State highway 351, Year Built: 2004, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 3,635 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 4,497 (year 2040), Design Load: HS 25 or greater, Features Intersected: POESTEN KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 80.7 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,511,000, Roadway Improvement Cost: $885,000, Total Project Cost: $2,396,000 ( 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: 220188, Location: 3 MILES ESE OF POESTENKIL (Lat: 42.677286, Lng: -73.510767), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 105 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 147 (year 2038), Design Load: HS 25 or greater, Features Intersected: POESTEN KILL, Facility Carried by Structure: POWERS ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 61.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $176,000, Total Project Cost: $477,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220188, Location: 3 MILES ESE OF POESTENKIL (Lat: 42.677286, Lng: -73.510767), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 105 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 147 (year 2038), Design Load: HS 25 or greater, Features Intersected: POESTEN KILL, Facility Carried by Structure: POWERS ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 61.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $176,000, Total Project Cost: $477,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220189, Location: 3.45MI.E.OF POESTENKILL (Lat: 42.680269, Lng: -73.492058), Route carried "on" structure: Bypass Other road , Year Built: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 81 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 113 (year 2034), Design Load: HS 20, Features Intersected: POESTEN KILL, Facility Carried by Structure: LEGENBAUER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $165,000, Total Project Cost: $447,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220189, Location: 3.45MI.E.OF POESTENKILL (Lat: 42.680269, Lng: -73.492058), Route carried "on" structure: Bypass Other road , Year Built: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 81 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 113 (year 2034), Design Load: HS 20, Features Intersected: POESTEN KILL, Facility Carried by Structure: LEGENBAUER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $165,000, Total Project Cost: $447,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22019, Location: 4 MI EAST OF POESTENKILL (Lat: 42.689803, Lng: -73.486019), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 171 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 239 (year 2038), Features Intersected: POESTEN KILL, Facility Carried by Structure: Fifty Six Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $175,000, Total Project Cost: $475,000 ( Estimate for 2021)
Structure Number: 22019, Location: 4 MI EAST OF POESTENKILL (Lat: 42.689803, Lng: -73.486019), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 171 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 239 (year 2038), Features Intersected: POESTEN KILL, Facility Carried by Structure: Fifty Six Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $175,000, Total Project Cost: $475,000 ( Estimate for 2021)
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Structure Number: 220191, Location: 4.5 MI.E.OF POESTENKILL (Lat: 42.690283, Lng: -73.479386), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 69 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 97 (year 2038), Design Load: HS 25 or greater, Features Intersected: POESTEN KILL, Facility Carried by Structure: CROPSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $189,000, Total Project Cost: $511,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220191, Location: 4.5 MI.E.OF POESTENKILL (Lat: 42.690283, Lng: -73.479386), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 69 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 97 (year 2038), Design Load: HS 25 or greater, Features Intersected: POESTEN KILL, Facility Carried by Structure: CROPSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $189,000, Total Project Cost: $511,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330355, Location: 1.4 MI NW OF POESTENKILL (Lat: 42.705822, Lng: -73.582197), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 889 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,245 (year 2037), Design Load: H 20, Features Intersected: QUACKENKILL, Facility Carried by Structure: GARFIELD RD CR137
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.7 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: 18.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $336,000, Total Project Cost: $909,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330355, Location: 1.4 MI NW OF POESTENKILL (Lat: 42.705822, Lng: -73.582197), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 889 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,245 (year 2037), Design Load: H 20, Features Intersected: QUACKENKILL, Facility Carried by Structure: GARFIELD RD CR137
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.7 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: 18.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $336,000, Total Project Cost: $909,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330356, Location: 1.3 MI NW POESTENKILL (Lat: 42.701875, Lng: -73.581558), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 889 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,245 (year 2037), Design Load: HS 20+Mod, Features Intersected: POESTEN KILL, Facility Carried by Structure: GARFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $839,000, Roadway Improvement Cost: $491,000, Total Project Cost: $1,330,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 330356, Location: 1.3 MI NW POESTENKILL (Lat: 42.701875, Lng: -73.581558), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 889 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,245 (year 2037), Design Load: HS 20+Mod, Features Intersected: POESTEN KILL, Facility Carried by Structure: GARFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $839,000, Roadway Improvement Cost: $491,000, Total Project Cost: $1,330,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 330358, Location: 3.0 MI NW POESTENKILL (Lat: 42.689053, Lng: -73.517733), Route carried "on" structure: County highway , Year Built: 1939, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 397 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 556 (year 2037), Design Load: H 20, Features Intersected: BONESTEEL CREEK, Facility Carried by Structure: BLUE FACTORY RD (C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $514,000, Roadway Improvement Cost: $301,000, Total Project Cost: $816,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330358, Location: 3.0 MI NW POESTENKILL (Lat: 42.689053, Lng: -73.517733), Route carried "on" structure: County highway , Year Built: 1939, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 397 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 556 (year 2037), Design Load: H 20, Features Intersected: BONESTEEL CREEK, Facility Carried by Structure: BLUE FACTORY RD (C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $514,000, Roadway Improvement Cost: $301,000, Total Project Cost: $816,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330359, Location: 1.3MI.SE.POESTENKILL (Lat: 42.683389, Lng: -73.540431), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,547 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,166 (year 2039), Features Intersected: POESTEN KILL, Facility Carried by Structure: CR79 BLUE FACTORY
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), 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: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.8 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: June 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $189,000, Total Project Cost: $512,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330359, Location: 1.3MI.SE.POESTENKILL (Lat: 42.683389, Lng: -73.540431), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,547 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,166 (year 2039), Features Intersected: POESTEN KILL, Facility Carried by Structure: CR79 BLUE FACTORY
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), 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: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.8 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: June 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $189,000, Total Project Cost: $512,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330362, Location: 2.1 MI E OF POESTENKILL (Lat: 42.685211, Lng: -73.525153), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 966 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,352 (year 2037), Features Intersected: IVES CORS.CREEK, Facility Carried by Structure: COLUMBIA HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 77.6 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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $57,000, Total Project Cost: $156,000 ( Estimate for 2021)
Structure Number: 330362, Location: 2.1 MI E OF POESTENKILL (Lat: 42.685211, Lng: -73.525153), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 966 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,352 (year 2037), Features Intersected: IVES CORS.CREEK, Facility Carried by Structure: COLUMBIA HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 77.6 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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $57,000, Total Project Cost: $156,000 ( Estimate for 2021)
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Structure Number: 330363, Location: 3.3 MI E.OF POESTENKILL (Lat: 42.681864, Lng: -73.499575), Route carried "on" structure: ServiceCounty highway , Year Built: 2007, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 142 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 199 (year 2036), Design Load: HS 25 or greater, Features Intersected: POESTEN KILL, Facility Carried by Structure: COUNTY ROAD 40
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 7.546, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Very good, Substructure: Excellent, Channel: Very good, Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $152,000, Total Project Cost: $413,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330363, Location: 3.3 MI E.OF POESTENKILL (Lat: 42.681864, Lng: -73.499575), Route carried "on" structure: ServiceCounty highway , Year Built: 2007, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 142 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 199 (year 2036), Design Load: HS 25 or greater, Features Intersected: POESTEN KILL, Facility Carried by Structure: COUNTY ROAD 40
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 7.546, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Very good, Substructure: Excellent, Channel: Very good, Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $152,000, Total Project Cost: $413,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330364, Location: 3.75 MI E OF POESTENKILL (Lat: 42.687928, Lng: -73.488869), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 856 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,198 (year 2036), Design Load: H 20, Features Intersected: POESTEN KILL, Facility Carried by Structure: PLANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.737, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $814,000, Roadway Improvement Cost: $477,000, Total Project Cost: $1,290,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 330364, Location: 3.75 MI E OF POESTENKILL (Lat: 42.687928, Lng: -73.488869), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 856 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,198 (year 2036), Design Load: H 20, Features Intersected: POESTEN KILL, Facility Carried by Structure: PLANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.737, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $814,000, Roadway Improvement Cost: $477,000, Total Project Cost: $1,290,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 330411, Location: 3.2 MI NE OF POESTENKILL (Lat: 42.709836, Lng: -73.507975), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 397 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 556 (year 2037), Features Intersected: BONESTEEL CREEK, Facility Carried by Structure: BLUE FACTORY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.811, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $79,000, Total Project Cost: $213,000 ( Estimate for 2021)
Structure Number: 330411, Location: 3.2 MI NE OF POESTENKILL (Lat: 42.709836, Lng: -73.507975), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 397 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 556 (year 2037), Features Intersected: BONESTEEL CREEK, Facility Carried by Structure: BLUE FACTORY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.811, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $79,000, Total Project Cost: $213,000 ( Estimate for 2021)