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Bridge Statistics for Mount Pleasant, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Mount Pleasant, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 88 Total length: 345 meters (1,132ft) Total costs: $113,837,000 Total average daily traffic: 2,038,552 Total average daily truck traffic: 126,393 National Bridge Inventory (NBI) Registered Bridges for Mount Pleasant
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1006129, Location: JCT RTS 9A + 100 + 41 (Lat: 41.107303, Lng: -73.806744), Route carried "on" structure: State highway 9A, Year Built: 1972, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 29,276 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 40,986 (year 2025), Design Load: HS 20, Features Intersected: SAW MILL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.404, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 42.6m (139.8ft), Out-to-Out Width: 50.9m (167.0ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 76.4 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,814,000, Roadway Improvement Cost: $1,080,000, Total Project Cost: $2,894,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 100614, Location: JCT RTS 117+9A+TSP (Lat: 41.123672, Lng: -73.809569), Route carried "on" structure: State highway 117, Year Built: 1936, Year Reconstructed: 1995, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 18,782 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 26,295 (year 2026), Design Load: HS 25, Features Intersected: RTE 9A, RTE 987G Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.846, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 6.0m (19.7ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 30.2m (99.1ft) Condition: Superstructure: Good, Substructure: Good, Operating Rating: 53.5 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: Better than 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: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,727,000, Roadway Improvement Cost: $1,028,000, Total Project Cost: $2,755,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 100615, Location: 0.8 MI N JCT RTS 9A+117 (Lat: 41.133356, Lng: -73.818150), Route carried "on" structure: State highway 9A, Year Built: 1929, Year Reconstructed: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 36,700 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 51,380 (year 2025), Design Load: HS 20, Features Intersected: POCANTICO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.466, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 76.4 metric tons, Inventory Rating: 29.3 metric tons, 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: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $186,000, Total Project Cost: $499,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 100617, Location: 1.9 MI N JCT RTS 9A+117 (Lat: 41.148117, Lng: -73.824167), Route carried "on" structure: State highway 9A, Year Built: 1928, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 40,707 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 56,990 (year 2019), Design Load: HS 20, Features Intersected: POCANTICO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.234, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 76.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $564,000, Roadway Improvement Cost: $336,000, Total Project Cost: $900,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 100618, Location: 2.1 MI N JCT RTS 9A+117 (Lat: 41.150092, Lng: -73.826311), Route carried "on" structure: State highway 9A, Year Built: 1931, Year Reconstructed: 1974, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 33,834 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 47,368 (year 2019), Design Load: HS 20, Features Intersected: POCANTICO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.396, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 21.7m (71.2ft), Out-to-Out Width: 24.8m (81.4ft) Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 77.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $278,000, Total Project Cost: $746,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 103714, Location: 1.1 MI E JCT SH 448 & US9 (Lat: 41.094886, Lng: -73.842417), Route carried "on" structure: State highway 448, Year Built: 1931, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 4,091 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 5,727 (year 2025), Design Load: H 20, Features Intersected: UNNAMED ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.773, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.8 metric tons, Inventory Rating: 28.1 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Bridge Improvement Cost: $647,000, Roadway Improvement Cost: $385,000, Total Project Cost: $1,032,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 103715, Location: 2.9 MI E JCT US 9 & SH448 (Lat: 41.109281, Lng: -73.820192), Route carried "on" structure: State highway 448, Year Built: 1931, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 4,091 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 5,727 (year 2025), Design Load: H 20, Features Intersected: UNNAMED ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.679, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 65.8 metric tons, Inventory Rating: 28.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $1,471,000, Roadway Improvement Cost: $875,000, Total Project Cost: $2,346,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 103716, Location: JCT RTS 117+9A (Lat: 41.123653, Lng: -73.810367), Route carried "on" structure: State highway 117, Year Built: 1931, Year Reconstructed: 1995, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 18,782 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 26,295 (year 2026), Design Load: HS 25, Features Intersected: RTE 9A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.853, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 30.2m (99.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $975,000, Roadway Improvement Cost: $580,000, Total Project Cost: $1,555,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 103799, Location: JCT TSP & RTE 141 (Lat: 41.107239, Lng: -73.800647), Route carried "on" structure: Ramp Other road , Year Built: 1951, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 64,776 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 94,035 (year 2017), Design Load: HS 20, Features Intersected: RTE 141, Facility Carried by Structure: RAMP TO TSP SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Superstructure: Good, Substructure: Good, Operating Rating: 85.6 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $622,000, Roadway Improvement Cost: $370,000, Total Project Cost: $992,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 105333, Location: 2.5 MI S JCT RTE 100+TSP (Lat: 41.148342, Lng: -73.825139), Route carried "on" structure: State highway 100, Year Built: 1967, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 41,446 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 58,024 (year 2022), Design Load: H 20, Features Intersected: POCANTICO RIVER U Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.377, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 73.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $203,000, Total Project Cost: $544,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 105336, Location: .5 MI S JCT SH 100 & TSP (Lat: 41.177694, Lng: -73.811692), Route carried "on" structure: State highway 100, Year Built: 1967, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 19,873 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 27,822 (year 2025), Design Load: H 20, Features Intersected: POCANTICO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.627, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 26 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Out-to-Out Width: 62.1m (203.7ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 68.1 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,171,000, Roadway Improvement Cost: $697,000, Total Project Cost: $1,868,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 105444, Location: 2.7 MI S JCT RTE 100+TSP (Lat: 41.149744, Lng: -73.825592), Route carried "on" structure: State highway 9A, Year Built: 1931, Year Reconstructed: 1968, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 33,834 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 47,368 (year 2019), Design Load: H 20, Features Intersected: RTE 100 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.385, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Superstructure: Poor, Substructure: Good, Operating Rating: 57.8 metric tons, Inventory Rating: 14.3 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $2,259,000, Roadway Improvement Cost: $1,523,000, Total Project Cost: $3,782,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 107045, Location: 1.5 MI N INT 287I & SBSP (Lat: 41.073633, Lng: -73.801700), Route carried "on" structure: State highway 100C, Year Built: 1981, Status: Open, Structure Length: 7.49m (24.57ft), Average Daily Traffic: 15,947 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 20,749 (year 2022), Design Load: HS 20, Features Intersected: RTE 987F Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.670, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.3 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.49m (24.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $4,231,000, Roadway Improvement Cost: $2,455,000, Total Project Cost: $6,686,000 ( 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: 10705, Location: JCT CR 301 & SH 100 (Lat: 41.090181, Lng: -73.803422), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 7,021 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 9,829 (year 2017), Design Load: HS 20, Features Intersected: 987F, Facility Carried by Structure: HOSPITAL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Inventory Rating: 62.3 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $2,037,000, Roadway Improvement Cost: $1,182,000, Total Project Cost: $3,219,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 107475, Location: 1.8 MI S JCT RT 133 &TSP (Lat: 41.157756, Lng: -73.818425), Route carried "on" structure: State highway 987G, Year Built: 1994, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 43,232 (year 1989), Truck Traffic: 6%, Average Future Daily Traffic: 62,760 (year 2009), Design Load: HS 20, Features Intersected: CHAPPAQUA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 31.3m (102.7ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 30.3m (99.4ft), Out-to-Out Width: 32.0m (105.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior 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: May 2006, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $123,000, Total Project Cost: $330,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 107734, Location: .57 MI N JCT TSP & Rt 117, Route carried "on" structure: Ramp State highway , Year Built: 2007, Status: Open, Structure Length: 5.32m (17.45ft), Truck Traffic: 6%, Design Load: HS 25, Features Intersected: 9A + 100, Facility Carried by Structure: 9A 9A87488A01
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.0m (167.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.32m (17.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $123,000, Total Project Cost: $330,000 ( 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: 1091031, Location: JCT SH 9A & SH100 & SH141 (Lat: 41.106594, Lng: -73.807008), Route carried "on" structure: State highway 9A, Year Built: 1972, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 10,188 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 14,263 (year 2025), Design Load: HS 20, Features Intersected: SH100 & 141 RAMPS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.066, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.96m (16.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $886,000, Roadway Improvement Cost: $528,000, Total Project Cost: $1,414,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1091032, Location: JCT SH 9A & SH100 & SH141 (Lat: 41.106594, Lng: -73.807008), Route carried "on" structure: State highway 9A, Year Built: 1972, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 10,188 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 14,263 (year 2025), Design Load: HS 20, Features Intersected: RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.066, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.96m (16.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $886,000, Roadway Improvement Cost: $528,000, Total Project Cost: $1,414,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1091051, Location: .4 MI E JCT SH 117 & US 9 (Lat: 41.107911, Lng: -73.850667), Route carried "on" structure: State highway 117, Year Built: 1970, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 5,522 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,731 (year 2026), Features Intersected: BRIDLE PATH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.649, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $886,000, Roadway Improvement Cost: $528,000, Total Project Cost: $1,414,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1091052, Location: .4 MI E JCT SH 117 & US 9 (Lat: 41.107911, Lng: -73.850667), Route carried "on" structure: State highway 117, Year Built: 1970, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 5,522 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,731 (year 2026), Features Intersected: BRIDLE PATH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.649, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $886,000, Roadway Improvement Cost: $528,000, Total Project Cost: $1,414,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1091071, Location: 0.7 MI E JCT RTS 117+9 (Lat: 41.108303, Lng: -73.844814), Route carried "on" structure: State highway 117, Year Built: 1970, Status: Open, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 5,522 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,731 (year 2026), Features Intersected: SLEEPY HOLLOW RD, POCANT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.627, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.8m (97.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.15m (20.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,781,000, Roadway Improvement Cost: $1,060,000, Total Project Cost: $2,841,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1091072, Location: 0.7 MI E JCT RTS 117+9 (Lat: 41.108350, Lng: -73.844825), Route carried "on" structure: State highway 117, Year Built: 1970, Year Reconstructed: 1980, Status: Open, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 5,522 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,731 (year 2026), Features Intersected: SLEEPY HOLLOW RD, POCANT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.627, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.8m (97.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 66.2 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.15m (20.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,781,000, Roadway Improvement Cost: $1,060,000, Total Project Cost: $2,841,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1091081, Location: 2.7 MI E JCT RTS 117+9 (Lat: 41.121231, Lng: -73.822514), Route carried "on" structure: State highway 117, Year Built: 1970, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 5,522 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,731 (year 2026), Features Intersected: OLD SLEEPY HOLLOW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.201, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Inventory Rating: 68.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.95m (9.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,781,000, Roadway Improvement Cost: $1,060,000, Total Project Cost: $2,841,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1091082, Location: 2.7 MI E JCT SH117 & US 9 (Lat: 41.121231, Lng: -73.822514), Route carried "on" structure: State highway 117, Year Built: 1970, Year Reconstructed: 1980, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 5,522 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,731 (year 2026), Features Intersected: OLD SLEEPY HOLLOW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.201, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Inventory Rating: 69.4 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: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $884,000, Roadway Improvement Cost: $526,000, Total Project Cost: $1,410,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 109111, Location: JCT RTE 100+SBP (Lat: 41.095158, Lng: -73.802286), Route carried "on" structure: State highway 100, Year Built: 1972, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 10,101 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 14,141 (year 2025), Design Load: HS 20, Features Intersected: RTE 987F Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.943, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Deck: Good, Superstructure: Poor, Substructure: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $2,867,000, Roadway Improvement Cost: $1,664,000, Total Project Cost: $4,531,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1091331, Location: JCT S H 117 & U S 9 (Lat: 41.110267, Lng: -73.858344), Route carried "on" structure: State highway 117, Year Built: 1970, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 5,522 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,731 (year 2026), Features Intersected: RTE 9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 1, Lanes under structure: 4, 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: 29.8m (97.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $708,000, Roadway Improvement Cost: $422,000, Total Project Cost: $1,130,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1091332, Location: JCT S H 117 & U S 9 (Lat: 41.110267, Lng: -73.858344), Route carried "on" structure: State highway 117, Year Built: 1970, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 5,522 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,731 (year 2026), Features Intersected: RTE 9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Lanes under structure: 4, 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: 29.8m (97.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $708,000, Roadway Improvement Cost: $422,000, Total Project Cost: $1,130,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 2038, Location: JCT RTE 141&RR (HAWTHORN) (Lat: 41.107467, Lng: -73.796439), Route carried "on" structure: State highway 141, Year Built: 1951, Status: Open, Structure Length: 2.52m (8.27ft), Average Daily Traffic: 9,870 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 13,818 (year 2026), Features Intersected: MNRR HA LINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.162, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.9m (81.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.52m (8.27ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2006, Critical Feature Inspection Date: September 2006, Bridge Improvement Cost: $856,000, Roadway Improvement Cost: $509,000, Total Project Cost: $1,365,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 226571, Location: .8 MILE E OF N TARRYTOWN (Lat: 41.088033, Lng: -73.837431), Route carried "on" structure: Other road , Year Built: 1930, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7 , Features Intersected: LAKE ROAD, Facility Carried by Structure: KYKUIT HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Agenciy, Approaching Roadway Width: 3.6m (11.8ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 61.1 metric tons, Inventory Rating: 25.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $112,000, Total Project Cost: $299,000 ( Estimate for 2007) Find on map >>
Structure Number: 250204, Location: .5 MI S JCT TSP & SMRP (Lat: 41.104372, Lng: -73.796853), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 3,444 (year 1996), Truck Traffic: 8%, Average Future Daily Traffic: 4,822 (year 2016), Design Load: HS 20, Features Intersected: 987F, MNRR HA LINE, Facility Carried by Structure: CHELSEA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.43m (21.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2006, Critical Feature Inspection Date: October 2006, Bridge Improvement Cost: $1,752,000, Roadway Improvement Cost: $1,043,000, Total Project Cost: $2,795,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33649, Location: S END KENSICO RESERVOIR (Lat: 41.074411, Lng: -73.775319), Route carried "on" structure: Other road , Year Built: 1930, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 5,500 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 7,977 (year 2015), Features Intersected: MNRR HA LINE, Facility Carried by Structure: LEGION DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), 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 corrective action, Underclear: 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, Inspection Date: June 2007, Bridge Improvement Cost: $641,000, Roadway Improvement Cost: $382,000, Total Project Cost: $1,023,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5006131, Location: JCT SMRP&RTE 9A HAWTHORNE (Lat: 41.108144, Lng: -73.806217), Route carried "on" structure: Other road 987D, Year Built: 1972, Status: Open, Structure Length: 8.74m (28.67ft), Average Daily Traffic: 22,047 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 32,006 (year 2022), Design Load: HS 20, Features Intersected: RTE 9A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 338.501, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Operating Rating: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.74m (28.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $3,312,000, Roadway Improvement Cost: $1,923,000, Total Project Cost: $5,235,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5006132, Location: JCT SMRP&RTE 9A HAWTHORNE (Lat: 41.107906, Lng: -73.806328), Route carried "on" structure: Other road 987D, Year Built: 1972, Status: Open, Structure Length: 8.74m (28.67ft), Average Daily Traffic: 22,047 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 30,866 (year 2022), Design Load: HS 20, Features Intersected: RTE 9A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.012, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.74m (28.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $3,312,000, Roadway Improvement Cost: $1,923,000, Total Project Cost: $5,235,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5500779, Location: 1.8 MI S JCT RTS SMRP&TSP (Lat: 41.091728, Lng: -73.819672), Route carried "on" structure: Other road 987D, Year Built: 1933, Status: Posted for load-capacity, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 47,335 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 68,716 (year 2022), Features Intersected: SAW MILL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 336.120, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 23 degrees, 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: 17.6m (57.7ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $295,000, Total Project Cost: $791,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5500789, Location: 1.5 MI S JCT RTS SMRP+TSP (Lat: 41.094919, Lng: -73.815625), Route carried "on" structure: Other road 987D, Year Built: 1933, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 44,095 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 61,733 (year 2022), Features Intersected: SAW MILL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.407, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 23 degrees, 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: 17.6m (57.7ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $295,000, Total Project Cost: $791,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5500799, Location: 1.2 MI S JCT RTS SMRP+TSP (Lat: 41.098000, Lng: -73.811367), Route carried "on" structure: Other road 987D, Year Built: 1933, Status: Posted for load-capacity, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 44,095 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 61,733 (year 2022), Features Intersected: SAW MILL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.407, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 21.2m (69.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $499,000, Roadway Improvement Cost: $297,000, Total Project Cost: $796,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5500809, Location: 0.7 MI S JCT RTS SMRP+TSP (Lat: 41.103728, Lng: -73.811119), Route carried "on" structure: Other road 987D, Year Built: 1933, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 44,095 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 61,733 (year 2022), Design Load: H 15, Features Intersected: SAW MILL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.407, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 21.1m (69.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $288,000, Total Project Cost: $772,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5500829, Location: 0.3 MI E JCT RTS SMRP&TSP (Lat: 41.111961, Lng: -73.796431), Route carried "on" structure: Other road 987D, Year Built: 1970, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 47,970 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 67,158 (year 2027), Features Intersected: SAW MILL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.675, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.3m (115.8ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 29.5m (96.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 77.8 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.84m (15.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $3,846,000, Roadway Improvement Cost: $2,233,000, Total Project Cost: $6,079,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5500839, Location: 1.3 MI E JCT RTS SMRP+TSP (Lat: 41.122039, Lng: -73.783319), Route carried "on" structure: Other road 987D, Year Built: 1930, Year Reconstructed: 1995, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 47,970 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 67,158 (year 2027), Design Load: HS 20, Features Intersected: SAW MILL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.625, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 22 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: 9.4m (30.8ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $3,846,000, Roadway Improvement Cost: $2,233,000, Total Project Cost: $6,079,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5500841, Location: 4.7 MI SE OF OSSINING (Lat: 41.125092, Lng: -73.786244), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 7,596 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 10,103 (year 2017), Design Load: HS 20, Features Intersected: SAWMILL RIVER, Facility Carried by Structure: TO SAWMILL R PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 70.8 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: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $3,846,000, Roadway Improvement Cost: $2,233,000, Total Project Cost: $6,079,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 5500842, Location: 4.7 MI SE OF OSSINING (Lat: 41.125097, Lng: -73.784575), Route carried "on" structure: Ramp Other road , Year Built: 1949, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 45,781 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 60,889 (year 2017), Design Load: H 20, Features Intersected: SAW MILL RIVER, Facility Carried by Structure: TO SAWMILL R PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, 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: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 95.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $252,000, Total Project Cost: $675,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5500859, Location: 1.6 MI E JCT RTS SMRP+TSP (Lat: 41.124819, Lng: -73.786497), Route carried "on" structure: Other road 987D, Year Built: 1930, Year Reconstructed: 1995, Status: Posted for load-capacity, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 47,970 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 67,158 (year 2027), Design Load: HS 20, Features Intersected: SAW MILL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.627, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 23 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: 9.4m (30.8ft), Out-to-Out Width: 22.5m (73.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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 desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $252,000, Total Project Cost: $675,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 550201, Location: 2.2 MI S JCT RTS BRP+TSP (Lat: 41.074456, Lng: -73.775283), Route carried "on" structure: County highway , Year Built: 1931, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 7,517 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 10,903 (year 2017), Features Intersected: RTE 987G, Facility Carried by Structure: LEGION DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.9 metric tons, Inventory Rating: 23.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $446,000, Roadway Improvement Cost: $266,000, Total Project Cost: $712,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Mount Pleasant, NY, New York, All US cities.
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