Bridge Statistics for Walden, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 98ft / 29.6mTotal length
- $34,876,000Total costs
- 49,361Total average daily traffic
- 2,916Total average daily truck traffic
- 58,544Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Walden
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11940-1949
- 11950-1959
- 11980-1989
- 31990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 10.0%Very good
- 30.0%Good
- 30.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
- Bridge Condition - Superstructure
- 20.0%Good
- 50.0%Satisfactory
- 10.0%Fair
- 20.0%Poor
- Bridge Condition - Substructure
- 20.0%Good
- 50.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 11.1%Good
- 55.6%Satisfactory
- 11.1%Fair
- 11.1%Poor
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Structure Number: 101451, Location: .9 MI E JCT SH17K & SH208 (Lat: 41.524592, Lng: -74.182772), Route carried "on" structure: State highway 17K, Year Built: 1935, Year Reconstructed: 2012, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 7,182 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 7,215 (year 2040), Features Intersected: EX-NEW HAV RR ROW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.898, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 86.8 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: 66.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,049,000, Roadway Improvement Cost: $1,200,000, Total Project Cost: $3,248,000 ( 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: 101451, Location: .9 MI E JCT SH17K & SH208 (Lat: 41.524592, Lng: -74.182772), Route carried "on" structure: State highway 17K, Year Built: 1935, Year Reconstructed: 2012, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 7,182 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 7,215 (year 2040), Features Intersected: EX-NEW HAV RR ROW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.898, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 86.8 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: 66.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,049,000, Roadway Improvement Cost: $1,200,000, Total Project Cost: $3,248,000 ( 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: 102668, Location: IN WALDEN (Lat: 41.561308, Lng: -74.194289), Route carried "on" structure: State highway 52, Year Built: 2004, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 5,046 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,129 (year 2040), Design Load: HS 25 or greater, Features Intersected: WALLKILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.665, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.85m (22.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $9,276,000, Roadway Improvement Cost: $5,432,000, Total Project Cost: $14,709,000 ( 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: 102668, Location: IN WALDEN (Lat: 41.561308, Lng: -74.194289), Route carried "on" structure: State highway 52, Year Built: 2004, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 5,046 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,129 (year 2040), Design Load: HS 25 or greater, Features Intersected: WALLKILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.665, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.85m (22.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $9,276,000, Roadway Improvement Cost: $5,432,000, Total Project Cost: $14,709,000 ( 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: 10267, Location: .2 MI E JCT RTS 52 & 208 (Lat: 41.561036, Lng: -74.183269), Route carried "on" structure: State highway 52, Year Built: 1993, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 6,719 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,162 (year 2040), Design Load: HS 20, Features Intersected: TIN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.647, 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: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $772,000, Roadway Improvement Cost: $452,000, Total Project Cost: $1,224,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10267, Location: .2 MI E JCT RTS 52 & 208 (Lat: 41.561036, Lng: -74.183269), Route carried "on" structure: State highway 52, Year Built: 1993, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 6,719 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,162 (year 2040), Design Load: HS 20, Features Intersected: TIN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.647, 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: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $772,000, Roadway Improvement Cost: $452,000, Total Project Cost: $1,224,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 102671, Location: 0.4 MI E JCT RTS 52+208 (Lat: 41.562206, Lng: -74.180956), Route carried "on" structure: State highway 52, Year Built: 1931, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,719 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,162 (year 2040), Features Intersected: TIN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.872, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $590,000, Roadway Improvement Cost: $346,000, Total Project Cost: $936,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102671, Location: 0.4 MI E JCT RTS 52+208 (Lat: 41.562206, Lng: -74.180956), Route carried "on" structure: State highway 52, Year Built: 1931, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,719 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,162 (year 2040), Features Intersected: TIN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.872, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $590,000, 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: 102673, Location: 1.6 MI E JCT SH 52 & SH 2 (Lat: 41.558631, Lng: -74.158067), Route carried "on" structure: State highway 52, Year Built: 1994, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 6,719 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,162 (year 2040), Design Load: HS 25 or greater, Features Intersected: TIN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.915, 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: 14.0m (45.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 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: 41.1 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $561,000, Roadway Improvement Cost: $329,000, Total Project Cost: $890,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102673, Location: 1.6 MI E JCT SH 52 & SH 2 (Lat: 41.558631, Lng: -74.158067), Route carried "on" structure: State highway 52, Year Built: 1994, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 6,719 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,162 (year 2040), Design Load: HS 25 or greater, Features Intersected: TIN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.915, 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: 14.0m (45.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 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: 41.1 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $561,000, Roadway Improvement Cost: $329,000, Total Project Cost: $890,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104061, Location: 2.1 MI N JCT SH208 &SH17K (Lat: 41.552531, Lng: -74.188783), Route carried "on" structure: State highway 208, Year Built: 1950, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 9,543 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 11,592 (year 2040), Design Load: H 20, Features Intersected: MIDDLETOWN & NJ R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.314, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $2,789,000, Roadway Improvement Cost: $1,633,000, Total Project Cost: $4,422,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 104061, Location: 2.1 MI N JCT SH208 &SH17K (Lat: 41.552531, Lng: -74.188783), Route carried "on" structure: State highway 208, Year Built: 1950, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 9,543 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 11,592 (year 2040), Design Load: H 20, Features Intersected: MIDDLETOWN & NJ R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.314, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $2,789,000, Roadway Improvement Cost: $1,633,000, Total Project Cost: $4,422,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 104062, Location: .9 MI N JCT RT 208 & 52 (Lat: 41.573242, Lng: -74.183569), Route carried "on" structure: State highway 208, Year Built: 1994, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 4,330 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,260 (year 2040), Design Load: HS 20, Features Intersected: TIN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.791, 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: 17.9m (58.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $674,000, Roadway Improvement Cost: $395,000, Total Project Cost: $1,068,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104062, Location: .9 MI N JCT RT 208 & 52 (Lat: 41.573242, Lng: -74.183569), Route carried "on" structure: State highway 208, Year Built: 1994, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 4,330 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,260 (year 2040), Design Load: HS 20, Features Intersected: TIN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.791, 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: 17.9m (58.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $674,000, Roadway Improvement Cost: $395,000, Total Project Cost: $1,068,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222325, Location: 0.5 mi So Rt 52 (Lat: 41.549681, Lng: -74.151361), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 147 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 206 (year 2036), Design Load: HS 25 or greater, Features Intersected: Tin Brook, Facility Carried by Structure: Harts Lane
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 78.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.77m (2.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $116,000, Total Project Cost: $315,000 ( Estimate for 2021)
Structure Number: 222325, Location: 0.5 mi So Rt 52 (Lat: 41.549681, Lng: -74.151361), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 147 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 206 (year 2036), Design Load: HS 25 or greater, Features Intersected: Tin Brook, Facility Carried by Structure: Harts Lane
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 78.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.77m (2.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $116,000, Total Project Cost: $315,000 ( Estimate for 2021)
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Structure Number: 226208, Location: AT WALDEN (Lat: 41.560164, Lng: -74.183206), Route carried "on" structure: Other road , Year Built: 1928, Year Reconstructed: 1996, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4 (year 2039), Design Load: HS 25 or greater, Features Intersected: TIN BROOK, Facility Carried by Structure: HILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.1 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: 34.0 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $141,000, Total Project Cost: $382,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 226208, Location: AT WALDEN (Lat: 41.560164, Lng: -74.183206), Route carried "on" structure: Other road , Year Built: 1928, Year Reconstructed: 1996, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4 (year 2039), Design Load: HS 25 or greater, Features Intersected: TIN BROOK, Facility Carried by Structure: HILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.1 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: 34.0 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $141,000, Total Project Cost: $382,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 22621, Location: AT WALDEN (Lat: 41.561119, Lng: -74.184186), Route carried "on" structure: Other road , Year Built: 1945, Year Reconstructed: 1997, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 522 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 645 (year 2040), Design Load: HS 25 or greater, Features Intersected: TIN BROOK, Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 79.5 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $233,000, Total Project Cost: $631,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 22621, Location: AT WALDEN (Lat: 41.561119, Lng: -74.184186), Route carried "on" structure: Other road , Year Built: 1945, Year Reconstructed: 1997, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 522 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 645 (year 2040), Design Load: HS 25 or greater, Features Intersected: TIN BROOK, Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 79.5 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $233,000, Total Project Cost: $631,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 334489, Location: EAST OF RT 52 AT WALDEN (Lat: 41.563761, Lng: -74.193339), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 2,431 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,007 (year 2040), Design Load: HS 20, Features Intersected: WALLKILL RIVER, Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 52.7m (172.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 10.57m (34.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $4,447,000, Roadway Improvement Cost: $2,604,000, Total Project Cost: $7,051,000 ( 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: 334489, Location: EAST OF RT 52 AT WALDEN (Lat: 41.563761, Lng: -74.193339), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 2,431 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,007 (year 2040), Design Load: HS 20, Features Intersected: WALLKILL RIVER, Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 52.7m (172.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 10.57m (34.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $4,447,000, Roadway Improvement Cost: $2,604,000, Total Project Cost: $7,051,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing