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Bridge Statistics for Briarcliff Manor, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Briarcliff Manor, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 28 meters (92ft) Total costs: $9,061,000 Total average daily traffic: 204,044 Total average daily truck traffic: 12,523 National Bridge Inventory (NBI) Registered Bridges for Briarcliff Manor
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 100616, Location: 1.5 MI N JCT SH9A & SH117 (Lat: 41.145767, Lng: -73.823397), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 24,600 (year 1977), Truck Traffic: 6%, Average Future Daily Traffic: 34,440 (year 1997), Design Load: HS 20, Features Intersected: RTE 9A, S.H.100 OVERLAP, Facility Carried by Structure: PLEASANTVLLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.8 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), 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), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 105334, Location: .1 MI N PLSNTVL RD & 100 (Lat: 41.150608, Lng: -73.826528), Route carried "on" structure: Ramp State highway , Year Built: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 500 (year 1989), Truck Traffic: 6%, Average Future Daily Traffic: 651 (year 2009), Features Intersected: POCANTICO RIVER, Facility Carried by Structure: RT 100 RAMP TO 9A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 75.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $112,000, Total Project Cost: $300,000 ( 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: 105335, Location: .2 MI N JCT RTE 100+9A (Lat: 41.151942, Lng: -73.825806), Route carried "on" structure: State highway 100, Year Built: 1967, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,866 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 8,212 (year 2022), Features Intersected: POCANTICO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.862, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 75.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: March 2006, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $181,000, Total Project Cost: $485,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 109137, Location: IN BRIARCLIFF MANOR (Lat: 41.145681, Lng: -73.823769), Route carried "on" structure: County highway , Year Built: 1911, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 12,000 (year 1986), Truck Traffic: 6%, Average Future Daily Traffic: 16,800 (year 2006), Features Intersected: ACCESS TO RT9A100, Facility Carried by Structure: PLEASANTVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $229,000, Total Project Cost: $614,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226984, Location: .70 MI N JCT SH 9A &SH117 (Lat: 41.132836, Lng: -73.818575), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 13,967 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 18,576 , Design Load: HS 25, Features Intersected: POCANTICO RIVER, Facility Carried by Structure: S.STATE/BEECH HLL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $210,000, Total Project Cost: $563,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 227023, Location: .3 Mi NW TSP & Plsntvlle (Lat: 41.146250, Lng: -73.821692), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.24m (4.07ft), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: POCANTICO RIVER, Facility Carried by Structure: TODD LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Structural Evaluation: High priority of corrective action, 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: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $145,000, Total Project Cost: $388,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 334803, Location: 2.2 MI E OF OSSINING (Lat: 41.145578, Lng: -73.821603), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 13,967 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 19,554 (year 2015), Features Intersected: POCANTICO RIVER, Facility Carried by Structure: PLEASANTVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 22.0 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $125,000, Total Project Cost: $336,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5502121, Location: 4.9 MI S JCT RTS TSP& 134 (Lat: 41.145089, Lng: -73.816247), Route carried "on" structure: State highway 987G, Year Built: 1993, Status: Open, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 29,450 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 42,753 (year 2022), Design Load: HS 20, Features Intersected: PLEASANTVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.779, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.5m (96.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.4 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.01m (9.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,292,000, Roadway Improvement Cost: $769,000, Total Project Cost: $2,061,000 ( 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: 5502122, Location: 4.9 MI S JCT RTS TSP &134 (Lat: 41.145089, Lng: -73.816247), Route carried "on" structure: State highway 987G, Year Built: 1993, Status: Open, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 29,450 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 42,753 (year 2022), Design Load: HS 20+Mod, Features Intersected: PLEASANTVILLE RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.779, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.5m (96.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.4 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.01m (9.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,292,000, Roadway Improvement Cost: $769,000, Total Project Cost: $2,061,000 ( 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: 771276, Location: AT OSSINING (Lat: 41.135756, Lng: -73.866256), Route carried "on" structure: Other road , Year Built: 1913, Year Reconstructed: 1990, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 197 (year 1995), Truck Traffic: 8%, Average Future Daily Traffic: 262 (year 2015), Design Load: HS 20, Features Intersected: MNRR HU LINE, Facility Carried by Structure: SCARBOROUGH STARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 76.1 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2006, Critical Feature Inspection Date: August 2006, Bridge Improvement Cost: $846,000, Roadway Improvement Cost: $507,000, Total Project Cost: $1,353,000 ( 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: 100616, Location: 1.5 MI N JCT SH9A & SH117 (Lat: 41.145767, Lng: -73.823397), Route carried "under" structure: State highway 9A, Year Built: 1932, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 40,707 (year 1999), Truck Traffic: 6%, Features Intersected: RTE 9A, S.H.100 OVERLAP, Facility Carried by Structure: PLEASANTVLLE ROAD Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 20.933, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 100616, Location: 1.5 MI N JCT SH9A & SH117 (Lat: 41.145767, Lng: -73.823397), Route carried "under" structure: Other road , Year Built: 1932, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 6%, Features Intersected: RTE 9A, S.H.100 OVERLAP, Facility Carried by Structure: PLEASANTVLLE ROAD Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 109137, Location: IN BRIARCLIFF MANOR (Lat: 41.145681, Lng: -73.823769), Route carried "under" structure: State highway , Year Built: 1911, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 24,600 (year 1977), Truck Traffic: 6%, Features Intersected: ACCESS TO RT9A100, Facility Carried by Structure: PLEASANTVILLE RD Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 343.119, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft) Find on map >>
Structure Number: 5502121, Location: 4.9 MI S JCT RTS TSP& 134 (Lat: 41.145089, Lng: -73.816247), Route carried "under" structure: County highway , Year Built: 1993, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 4,320 (year 2007), Truck Traffic: 6%, Features Intersected: PLEASANTVILLE RD, Facility Carried by Structure: RTE 987G Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.5m (96.8ft) Find on map >>
Structure Number: 5502122, Location: 4.9 MI S JCT RTS TSP &134 (Lat: 41.145089, Lng: -73.816247), Route carried "under" structure: County highway , Year Built: 1993, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 4,320 (year 2007), Truck Traffic: 6%, Features Intersected: PLEASANTVILLE RD., Facility Carried by Structure: RTE 987G Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.5m (96.8ft) Discuss this city on our hugely popular New York forum Back to: Briarcliff Manor, NY, New York, All US cities.
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