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Bridge Statistics for Copake, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Copake, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 35 meters (115ft) Total costs: $11,554,000 Total average daily traffic: 34,322 Total average daily truck traffic: 3,167 National Bridge Inventory (NBI) Registered Bridges for Copake
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 101678, Location: 6.3 MI N DUT+COL CL (Lat: 42.094075, Lng: -73.542967), Route carried "on" structure: State highway 22, Year Built: 1945, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,720 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 3,526 (year 2025), Design Load: H 20, Features Intersected: NOSTER KILL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.337, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 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: Meets minimum limits, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $670,000, Roadway Improvement Cost: $398,000, Total Project Cost: $1,068,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101679, Location: 7.1 MI N DUT+COL CL (Lat: 42.105547, Lng: -73.540128), Route carried "on" structure: State highway 22, Year Built: 1945, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 2,720 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 3,526 (year 2025), Design Load: H 20, Features Intersected: BASH BISH BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.514, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.8 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $670,000, Roadway Improvement Cost: $398,000, Total Project Cost: $1,068,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101681, Location: .7 MI S JCT SH 22 & SH 23 (Lat: 42.170636, Lng: -73.517769), Route carried "on" structure: State highway 22, Year Built: 1939, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 3,696 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 4,792 (year 2025), Design Load: H 20, Features Intersected: ROELIFF JANSEN KL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.423, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 1, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 98.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 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: Meets minimum limits, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $511,000, Roadway Improvement Cost: $304,000, Total Project Cost: $815,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 101787, Location: 3.5 MI E JCT SH 23 & TSP (Lat: 42.175511, Lng: -73.579247), Route carried "on" structure: State highway 23, Year Built: 1959, Year Reconstructed: 1974, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,707 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 6,103 (year 2027), Design Load: HS 20, Features Intersected: TRIB TAGHKANIC CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.845, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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 desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $143,000, Total Project Cost: $384,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101788, Location: 4.1 MI E JCT RTE23+TSP (Lat: 42.177194, Lng: -73.571764), Route carried "on" structure: State highway 23, Year Built: 1959, Year Reconstructed: 1974, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,707 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 6,103 (year 2027), Design Load: HS 20, Features Intersected: TAGHKANIC CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $256,000, Total Project Cost: $686,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101789, Location: 4.6 MI E JCT SH 23 & TSP (Lat: 42.179500, Lng: -73.563972), Route carried "on" structure: State highway 23, Year Built: 1959, Year Reconstructed: 1974, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 4,707 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 6,103 (year 2027), Design Load: HS 20, Features Intersected: TRIB TAGHKANIC CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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 desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $215,000, Total Project Cost: $577,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 322231, Location: 1.3 MI SE OF WEST COPAKE (Lat: 42.081947, Lng: -73.563447), Route carried "on" structure: City street , Year Built: 1931, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 266 , Features Intersected: ROELIFF JANSEN KL, Facility Carried by Structure: EMPIRE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 15.8m (51.8ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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 minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $158,000, Total Project Cost: $423,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 322232, Location: 1.3 MI N OF COPAKE FALLS (Lat: 42.137753, Lng: -73.530942), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 50 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 67 (year 2017), Features Intersected: ROELIFF JANSEN KL, Facility Carried by Structure: OVERLOOK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.8 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $231,000, Total Project Cost: $617,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 322233, Location: .3 MI W INT TWIN BR &FARM (Lat: 42.134256, Lng: -73.537653), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 67 , Design Load: H 15, Features Intersected: ROELIFF JANSEN KL, Facility Carried by Structure: TWIN BRIDGES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $165,000, Total Project Cost: $442,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 322235, Location: 1.7 MI SE OF WEST COPAKE (Lat: 42.081572, Lng: -73.553492), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 120 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 160 , Design Load: H 20, Features Intersected: BASHBISH BROOK, Facility Carried by Structure: TROUT BROOK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $165,000, Total Project Cost: $442,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 322236, Location: .2 MI W INT TWIN BR FARM (Lat: 42.134092, Lng: -73.536844), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 247 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 329 (year 2017), Design Load: H 15, Features Intersected: ROE JAN OVERFLOW, Facility Carried by Structure: TWIN BRIDGES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2007, Underwater Inspection Date: July 2007, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $99,000, Total Project Cost: $265,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 322237, Location: 0.4 MI S OF COPAKE FALLS (Lat: 42.114672, Lng: -73.527567), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 67 , Features Intersected: BASHBISH BROOK, Facility Carried by Structure: MAPLE LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.8m (12.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2006, Critical Feature Inspection Date: August 2006, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $136,000, Total Project Cost: $364,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 322239, Location: AT COPAKE FALLS (Lat: 42.119914, Lng: -73.517756), Route carried "on" structure: City street , Year Built: 1956, Status: Posted for load, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 266 , Features Intersected: BASHBISH BROOK, Facility Carried by Structure: VALLEY VIEW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.65m (11.98ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $729,000, Roadway Improvement Cost: $436,000, Total Project Cost: $1,165,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 334212, Location: 0.7 MI E OF WEST COPAKE (Lat: 42.096744, Lng: -73.568456), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,164 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 1,164 (year 1998), Design Load: H 20, Features Intersected: ROELIFF JANSEN KL, Facility Carried by Structure: COUNTY ROAD 7A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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 minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $369,000, Roadway Improvement Cost: $220,000, Total Project Cost: $589,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 334215, Location: 1.0 MI NW OF COPAKE (Lat: 42.113189, Lng: -73.563319), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,487 (year 1978), Truck Traffic: 8%, Average Future Daily Traffic: 1,938 (year 1998), Features Intersected: ROELIFF JANSEN KL, Facility Carried by Structure: COUNTY RT.7A,CR77 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 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: Meets minimum limits, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $229,000, Total Project Cost: $614,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334229, Location: 0.4 MI S OF CRARYVILLE (Lat: 42.169556, Lng: -73.581064), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 1993, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,386 (year 1978), Truck Traffic: 8%, Average Future Daily Traffic: 1,807 (year 1998), Design Load: HS 25, Features Intersected: TAGHKANIC CREEK, Facility Carried by Structure: COUNTY ROAD 7 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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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 desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $84,000, Total Project Cost: $225,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 334241, Location: AT CRARYVILLE (Lat: 42.173078, Lng: -73.582656), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 2,369 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 3,088 (year 2017), Design Load: H 20, Features Intersected: UNKNOWN STREAM, Facility Carried by Structure: CR 7TY ROAD 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $151,000, Total Project Cost: $405,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33426, Location: AT COPAKE (Lat: 42.102072, Lng: -73.548661), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,861 (year 1978), Truck Traffic: 8%, Average Future Daily Traffic: 2,426 (year 1998), Features Intersected: BASHBISH BROOK, Facility Carried by Structure: CR 7A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $82,000, Total Project Cost: $223,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334261, Location: 0.5 MI SE OF COPAKE (Lat: 42.096736, Lng: -73.544828), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 1,861 (year 1978), Truck Traffic: 8%, Average Future Daily Traffic: 2,426 (year 1998), Features Intersected: NOSTER KILL, Facility Carried by Structure: COUNTY ROAD 7A 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: 4 degrees, 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-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $127,000, Total Project Cost: $340,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 552185, Location: 0.9 MI E OF COPAKE FALLS (Lat: 42.116136, Lng: -73.506353), Route carried "on" structure: State lands road , Year Built: 1940, Year Reconstructed: 1969, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 20 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 27 , Features Intersected: BASH BISH BROOK, Facility Carried by Structure: CABIN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.3m (10.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 2.9m (9.5ft), Out-to-Out Width: 3.3m (10.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2006, Critical Feature Inspection Date: November 2006, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $314,000, Total Project Cost: $842,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Discuss this city on our hugely popular New York forum Back to: Copake, NY, New York, All US cities.
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