 |
 |
Bridge Statistics for Fallsburg, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Fallsburg, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 23
Total length: 43 meters (141ft) Total costs: $44,677,000 Total average daily traffic: 31,510 Total average daily truck traffic: 2,277 Total future (year 2028) average daily traffic: 39,142 National Bridge Inventory (NBI) Registered Bridges for Fallsburg
No street view available for this location
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >> Show street view
Structure Number: 102499, Location: AT WOODBOURNE (Lat: 41.759878, Lng: -74.599589), Route carried "on" structure: State highway 42, Year Built: 1983, Status: Open, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 8,500 (year 2010), Truck Traffic: 11%, Average Future Daily Traffic: 8,585 (year 2031), Design Load: HS 20, Features Intersected: NEVERSINK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.138, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.27m (20.57ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Bridge Improvement Cost: $6,387,000, Roadway Improvement Cost: $599,000, Total Project Cost: $6,986,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >> Show street view
Structure Number: 1025, Location: 2.4 MI NE OF WOODBOURNE (Lat: 41.782814, Lng: -74.584256), Route carried "on" structure: State highway 42, Year Built: 1930, Year Reconstructed: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,520 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 2,128 (year 2029), Features Intersected: UNNAMED STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $61,000, Total Project Cost: $166,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 22289, Location: AT SOUTH FALLSBURG (Lat: 41.710744, Lng: -74.631419), Route carried "on" structure: Bypass Other road , Year Built: 1999, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 410 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 549 (year 2031), Design Load: HS 25, Features Intersected: SHELDRAKE STREAM, Facility Carried by Structure: PLEASANT VLLEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 77.1 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $83,000, Total Project Cost: $225,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 222891, Location: .8 MILE SE OF WOODRIDGE (Lat: 41.701044, Lng: -74.549608), Route carried "on" structure: Bypass Other road , Year Built: 1950, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 120 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 151 (year 2031), Features Intersected: SANDBURG CREEK, Facility Carried by Structure: SILVER LAKE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 79.8 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 11, Bridge Improvement Cost: $697,000, Roadway Improvement Cost: $65,000, Total Project Cost: $762,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 222892, Location: 1.2 MI W OF HURLEYVILLE (Lat: 41.742975, Lng: -74.701056), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 3.80m (12.47ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 107 (year 2031), Design Load: HS 25, Features Intersected: E BR MONGAUP RVR, Facility Carried by Structure: KRUM ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 24.5m (80.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $1,403,000, Roadway Improvement Cost: $822,000, Total Project Cost: $2,225,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 222893, Location: 1.5 MI W OF HURLEYVILLE (Lat: 41.742575, Lng: -74.692975), Route carried "on" structure: Other road , Year Built: 1955, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 107 (year 2031), Features Intersected: E BR MONGAUP RVR, Facility Carried by Structure: KRUM ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $748,000, Roadway Improvement Cost: $438,000, Total Project Cost: $1,186,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 222894, Location: .2 MILE S OF WOODBOURNE (Lat: 41.755603, Lng: -74.595475), Route carried "on" structure: Bypass Other road , Year Built: 1930, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,320 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 1,638 (year 2031), Features Intersected: TRB NEVERSINK RVR, Facility Carried by Structure: RIVERSIDE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 72.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $853,000, Roadway Improvement Cost: $500,000, Total Project Cost: $1,353,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 335553, Location: IN FALLSBURG (Lat: 41.730256, Lng: -74.603886), Route carried "on" structure: County highway , Year Built: 1951, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 4,850 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 6,499 (year 2031), Features Intersected: NEVERSINK RIVER, Facility Carried by Structure: OLD FALLS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 11, Bridge Improvement Cost: $3,054,000, Roadway Improvement Cost: $287,000, Total Project Cost: $3,341,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 335554, Location: 1.5 MI SE OF WOODRIDGE (Lat: 41.697228, Lng: -74.545506), Route carried "on" structure: County highway , Year Built: 1926, Year Reconstructed: 1938, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,140 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 1,528 (year 2031), Features Intersected: SANDBURG CREEK, Facility Carried by Structure: MOUNTAINDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $936,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,024,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 335555, Location: 1.9 MILES SE OF WOODRIDGE (Lat: 41.694956, Lng: -74.540858), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,140 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 1,474 (year 2031), Features Intersected: SANDBURG CREEK, Facility Carried by Structure: COUNTY ROAD 54 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Inventory Rating: 84.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $1,065,000, Roadway Improvement Cost: $624,000, Total Project Cost: $1,689,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 335556, Location: CTR OF MOUNTAINDALE (Lat: 41.691989, Lng: -74.534414), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 890 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 1,193 (year 2031), Design Load: HS 20, Features Intersected: SANDBURG CREEK, Facility Carried by Structure: MOUNTAINDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 77.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $586,000, Total Project Cost: $1,586,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 335557, Location: .4 MI SE OF MOUNTAINDALE (Lat: 41.686739, Lng: -74.523592), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 890 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 1,246 (year 2030), Features Intersected: SANDBURG CREEK, Facility Carried by Structure: COUNTY ROAD 55 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $1,743,000, Roadway Improvement Cost: $1,021,000, Total Project Cost: $2,764,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 335558, Location: 0.7 MI SE OF MOUNTAINDALE (Lat: 41.684078, Lng: -74.524408), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 890 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 1,246 (year 2030), Features Intersected: SANDBURG CREEK, Facility Carried by Structure: MOUNTAINDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $1,575,000, Roadway Improvement Cost: $922,000, Total Project Cost: $2,497,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 335559, Location: .8 MI SE OF MOUNTAINDALE (Lat: 41.683306, Lng: -74.524325), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 120 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 168 (year 2028), Design Load: HS 25, Features Intersected: SANDBURG CREEK, Facility Carried by Structure: MOUNTAINDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $1,788,000, Roadway Improvement Cost: $1,047,000, Total Project Cost: $2,835,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 33556, Location: 1 MILE SE OF MOUNTAINDALE (Lat: 41.680033, Lng: -74.520219), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 120 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 168 (year 2028), Features Intersected: SANDBURG CREEK, Facility Carried by Structure: COUNTY ROAD 55 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 67.1 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $705,000, Roadway Improvement Cost: $413,000, Total Project Cost: $1,118,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 335561, Location: 1.4 MI SE OF MOUNTAINDALE (Lat: 41.676639, Lng: -74.514944), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 120 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 168 (year 2028), Features Intersected: SANDBURG CREEK, Facility Carried by Structure: COUNTY ROAD 55 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $1,272,000, Roadway Improvement Cost: $745,000, Total Project Cost: $2,017,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 335584, Location: 0.2 MI S OF HURLEYVILLE (Lat: 41.731456, Lng: -74.676242), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,200 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 4,480 (year 2029), Design Load: HS 20+Mod, Features Intersected: TRB E MONGAUP RVR, Facility Carried by Structure: LOCH SHELDRAKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Very good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $160,000, Total Project Cost: $433,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 335585, Location: 0.7 MI N OF HURLEYVILLE (Lat: 41.747631, Lng: -74.668981), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,200 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 4,480 (year 2029), Features Intersected: TB E B MONGAUP RV, Facility Carried by Structure: LOCH SHELDRAKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.829, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $634,000, Roadway Improvement Cost: $371,000, Total Project Cost: $1,005,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 335652, Location: AT MOUNTAIN DALE (Lat: 41.688389, Lng: -74.530494), Route carried "on" structure: Other road , Year Built: 1929, Year Reconstructed: 1994, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 430 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 504 (year 2031), Features Intersected: SANDBURG CREEK, Facility Carried by Structure: CHURCH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.985, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $1,546,000, Roadway Improvement Cost: $905,000, Total Project Cost: $2,451,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 335654, Location: 2.7 MI SOUTH OF NEVERSINK (Lat: 41.788111, Lng: -74.615511), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 1,380 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 1,412 (year 2031), Design Load: H 20, Features Intersected: NEVERSINK RIVER, Facility Carried by Structure: HASBROUCK A ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.167, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Fair, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $3,386,000, Roadway Improvement Cost: $1,983,000, Total Project Cost: $5,369,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 335655, Location: 2.3 MI NW OF WOODBOURNE (Lat: 41.791886, Lng: -74.616089), Route carried "on" structure: Alternate Other road , Year Built: 1938, Year Reconstructed: 1993, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 60 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 76 (year 2031), Features Intersected: WYNKOOP BROOK, Facility Carried by Structure: HASBROUCK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 3 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: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Inventory Rating: 91.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $1,452,000, Roadway Improvement Cost: $850,000, Total Project Cost: $2,302,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 337013, Location: JCT CR 105 & DWYER AVENUE (Lat: 41.807719, Lng: -74.638167), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 500 (year 2009), Average Future Daily Traffic: 700 (year 2029), Design Load: HS 25, Features Intersected: TRB MONGAUP RIVER, Facility Carried by Structure: COUNTY ROAD 105 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 77.3 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $122,000, Total Project Cost: $330,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 337063, Location: 1.8 MI NW OF GLEN WILD (Lat: 41.677692, Lng: -74.598000), Route carried "on" structure: Alternate Other road , Year Built: 2010, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 510 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 535 (year 2031), Features Intersected: NEVERSINK RIVER, Facility Carried by Structure: GREY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 62.5m (205.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior 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: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $639,000, Roadway Improvement Cost: $374,000, Total Project Cost: $1,013,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Discuss this city on our hugely popular New York forum Back to: Fallsburg, NY, New York, All US cities.
|
 |
