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Bridge Statistics for Princetown, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Princetown, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 94 meters (308ft) Total costs: $27,573,000 Total average daily traffic: 117,197 Total average daily truck traffic: 14,575 National Bridge Inventory (NBI) Registered Bridges for Princetown
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 100416, Location: 3.25 MI W JCT 7 & I890 (Lat: 42.777306, Lng: -74.075006), Route carried "on" structure: State highway 7, Year Built: 1930, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 3,714 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 4,775 (year 2026), Features Intersected: NORMANS KILL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.331, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.6 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: 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: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2007, Bridge Improvement Cost: $514,000, Roadway Improvement Cost: $305,000, Total Project Cost: $819,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1070641, Location: 0.3 MI SW JCT RTS I88 & 7 (Lat: 42.774736, Lng: -74.052489), Route carried "on" structure: Interstate 88, Year Built: 1980, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 14,222 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 22,282 (year 2024), Design Load: HS 20, Features Intersected: NORMANS KILL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.346, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.87m (15.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,768,000, Roadway Improvement Cost: $1,025,000, Total Project Cost: $2,793,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1070642, Location: 0.3 MI SW JCT RTS I88 & 7 (Lat: 42.774289, Lng: -74.052244), Route carried "on" structure: Interstate 88, Year Built: 1980, Status: Open, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 14,222 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 22,282 (year 2024), Design Load: HS 20, Features Intersected: NORMANS KILL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.343, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.2m (177.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,768,000, Roadway Improvement Cost: $1,025,000, Total Project Cost: $2,793,000 ( 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: 107065, Location: 0.2 MI SW JCT I88 & SH 7 (Lat: 42.774961, Lng: -74.051319), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 8.71m (28.58ft), Average Daily Traffic: 115 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 151 (year 2017), Design Load: HS 20, Features Intersected: RTE I88, Facility Carried by Structure: CR 66 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.2m (141.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Inventory Rating: 32.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.71m (28.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,699,000, Roadway Improvement Cost: $1,005,000, Total Project Cost: $2,704,000 ( 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: 1070661, Location: JCT OF SH 7 & I88 (Lat: 42.778044, Lng: -74.047611), Route carried "on" structure: Interstate 88, Year Built: 1980, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 14,222 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 22,282 (year 2024), Design Load: HS 20, Features Intersected: RTE 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.338, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $2,083,000, Roadway Improvement Cost: $1,209,000, Total Project Cost: $3,292,000 ( 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: 1070662, Location: JCT OF SH 7 & I88 (Lat: 42.778047, Lng: -74.047172), Route carried "on" structure: Interstate 88, Year Built: 1980, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 7,105 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 11,131 (year 2018), Design Load: HS 20, Features Intersected: RTE 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.338, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,883,000, Roadway Improvement Cost: $1,120,000, Total Project Cost: $3,003,000 ( 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: 1070671, Location: 2.2 MI E JCT I88 & US 20 (Lat: 42.772006, Lng: -74.080925), Route carried "on" structure: Interstate 88, Year Built: 1980, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 14,222 (year 2004), Truck Traffic: 27%, Average Future Daily Traffic: 22,387 (year 2024), Design Load: HS 20, Features Intersected: UNNAMED STREAM, SUITS RA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.672, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.9m (190.0ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, 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: Equal to present minimum 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: 11.06m (36.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,807,000, Roadway Improvement Cost: $1,048,000, Total Project Cost: $2,855,000 ( 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: 1070672, Location: 2.2 MI E JCT RTS I88 & 20 (Lat: 42.771353, Lng: -74.081642), Route carried "on" structure: Interstate 88, Year Built: 1980, Status: Open, Structure Length: 12.52m (41.08ft), Average Daily Traffic: 14,222 (year 2004), Truck Traffic: 27%, Average Future Daily Traffic: 22,387 (year 2024), Design Load: HS 20, Features Intersected: UNNAMED STREAM, SUITS RA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.664, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 62.1m (203.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 80.7 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.52m (41.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,878,000, Roadway Improvement Cost: $1,089,000, Total Project Cost: $2,967,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1071311, Location: 1.4 MI SW JCT I88 & I90 (Lat: 42.780486, Lng: -74.040006), Route carried "on" structure: Interstate 88, Year Built: 1981, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 14,222 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 22,282 (year 2024), Design Load: HS 20, Features Intersected: PANGBURN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.643, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 98.0 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $992,000, Roadway Improvement Cost: $590,000, Total Project Cost: $1,582,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1071312, Location: 1.4 MI SW JCT I88 & I90 (Lat: 42.780281, Lng: -74.039836), Route carried "on" structure: Interstate 88, Year Built: 1981, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 7,105 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 11,131 (year 2018), Design Load: HS 20, Features Intersected: PANGBURN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.643, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 98.0 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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $910,000, Roadway Improvement Cost: $541,000, Total Project Cost: $1,451,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 107394, Location: 3.1MI W.INT.RTES 337 & 7 (Lat: 42.778469, Lng: -74.068461), Route carried "on" structure: State highway 7, Year Built: 1987, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,714 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 5,363 (year 2026), Design Load: HS 20, Features Intersected: BONNY BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.108, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $918,000, Roadway Improvement Cost: $533,000, Total Project Cost: $1,451,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 330496, Location: 1.9 MI NE OF DUANESBURG (Lat: 42.783339, Lng: -74.104431), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 120 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 137 (year 2017), Design Load: HS 20, Features Intersected: NORMANS KILL TRIB, Facility Carried by Structure: SCOTCH RIDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $113,000, Total Project Cost: $303,000 ( Estimate for 2007), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330497, Location: 1.8 MI SW OF PATTERSONVLE (Lat: 42.868500, Lng: -74.103139), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 77 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 101 (year 2026), Design Load: H 15, Features Intersected: SANDSEA KILL, Facility Carried by Structure: MUSELBECK ROAD 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: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $123,000, Total Project Cost: $335,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330498, Location: 1.9MI SW PATTERSONVILLE (Lat: 42.868844, Lng: -74.103358), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 2000, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 77 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 101 (year 2026), Features Intersected: SANDSEA KILL, Facility Carried by Structure: MUSELBECK RD(OLD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, 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: 4.8m (15.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $123,000, Total Project Cost: $335,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 330499, Location: 3.7MI SW OF SCHENECTADY (Lat: 42.772947, Lng: -74.038792), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,310 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 2,628 (year 2026), Design Load: H 20, Features Intersected: NORMANS KILL, Facility Carried by Structure: PANGBURN ROAD 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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 80.7 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $558,000, Roadway Improvement Cost: $332,000, Total Project Cost: $890,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 107065, Location: 0.2 MI SW JCT I88 & SH 7 (Lat: 42.774961, Lng: -74.051319), Route carried "under" structure: Interstate 88, Year Built: 1980, Structure Length: 8.71m (28.58ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 8%, Features Intersected: RTE I88, Facility Carried by Structure: CR 66 Minimum Vertical Clearance: 6.71m (22.01ft), Kilometerpoint: 19.968, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.2m (141.7ft) Find on map >>
Structure Number: 1070661, Location: JCT OF SH 7 & I88 (Lat: 42.778044, Lng: -74.047611), Route carried "under" structure: State highway 7, Year Built: 1980, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 3,714 (year 2006), Truck Traffic: 6%, Features Intersected: RTE 7, Facility Carried by Structure: RTE I88 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 20.322, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.0m (210.0ft) Find on map >>
Structure Number: 1070662, Location: JCT OF SH 7 & I88 (Lat: 42.778047, Lng: -74.047172), Route carried "under" structure: State highway 7, Year Built: 1980, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 3,714 (year 2006), Truck Traffic: 6%, Features Intersected: RTE 7, Facility Carried by Structure: RTE I88 Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 2.037, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.0m (210.0ft) Discuss this city on our hugely popular New York forum Back to: Princetown, NY, New York, All US cities.
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