Bridge Statistics for Ossining, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 100495,  Location: 0.2 MI N JCT RTS 9 & 133 (Lat: 41.165247,  Lng: -73.861550),  Route carried "on" structure: US 9,  Year Built: 1983,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 16,527 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,138 (year 2026),  Design Load: HS 20,  Features Intersected: SING SING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.863,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.1m (52.8ft)

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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $304,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $485,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100619,  Location: JCT SH 9A & SH 133 (Lat: 41.168303,  Lng: -73.838350),  Route carried "on" structure: State highway 9A,  Year Built: 1932,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 35,706 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,988 (year 2027),  Features Intersected: RTE 133
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.964,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 metric tons,  Inventory Rating: 22.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $687,000,  Roadway Improvement Cost: $409,000,  Total Project Cost: $1,096,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 10062,  Location: .2 MI N JCT SH 9A & SH133 (Lat: 41.171819,  Lng: -73.839658),  Route carried "on" structure: Other road ,  Year Built: 1932,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 3,436 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,984 (year 2017),  Features Intersected: RTE 9A,  Facility Carried by Structure: RYDER ROAD
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: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.7 metric tons,  Inventory Rating: 23.8 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $693,000,  Roadway Improvement Cost: $412,000,  Total Project Cost: $1,105,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222518,  Location: IN OSSINING (Lat: 41.163183,  Lng: -73.863422),  Route carried "on" structure: City street ,  Year Built: 1861,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 854 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,196 (year 2015),  Features Intersected: KILL BROOK, AQUEDUCT,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Serious,  Operating Rating: 44.1 metric tons,  Inventory Rating: 17.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $297,000,  Total Project Cost: $797,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222519,  Location: IN OSSINING (Lat: 41.160694,  Lng: -73.865731),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.46m (8.07ft),  Average Daily Traffic: 1,468 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,055 (year 2015),  Design Load: HS 20,  Features Intersected: KILL BROOK,  Facility Carried by Structure: BRANDRETH STREET
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),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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: 2.46m (8.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $614,000,  Roadway Improvement Cost: $366,000,  Total Project Cost: $980,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 225715,  Location: IN VILLAGE OF OSSINING (Lat: 41.157467,  Lng: -73.869111),  Route carried "on" structure: Other road ,  Year Built: 1980,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 11.24m (36.88ft),  Average Daily Traffic: 2,329 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,378 (year 2017),  Design Load: H 20,  Features Intersected: WESTERLY ROAD, MNRR HU L,  Facility Carried by Structure: SECOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 11.24m (36.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,164,000,  Roadway Improvement Cost: $692,000,  Total Project Cost: $1,856,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 771277,  Location: AT OSSINNING (Lat: 41.149769,  Lng: -73.868636),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 2,377 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,161 (year 2015),  Features Intersected: MNRR HU LINE,  Facility Carried by Structure: PRISON ROAD
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Agenciy,  Maintenance Responsibility: Railroad,  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: 19.8m (65.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Inventory Rating: 29.3 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $279,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $445,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 771279,  Location: IN OSSINING (Lat: 41.161781,  Lng: -73.869167),  Route carried "on" structure: Other road ,  Year Built: 1913,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 15.66m (51.38ft),  Average Daily Traffic: 1,096 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,590 (year 2015),  Design Load: HS 20,  Features Intersected: WESTERLY ROAD WAY, MNRR,  Facility Carried by Structure: WESTERLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 6,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: High priority of corrective action,  Length Of Structure Improvement: 15.66m (51.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Bridge Improvement Cost: $3,625,000,  Roadway Improvement Cost: $2,104,000,  Total Project Cost: $5,729,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100619,  Location: JCT SH 9A & SH 133 (Lat: 41.168303,  Lng: -73.838350),  Route carried "under" structure: State highway 133,  Year Built: 1932,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 7,598 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 133,  Facility Carried by Structure: RTE 9A
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 2.156,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 10062,  Location: .2 MI N JCT SH 9A & SH133 (Lat: 41.171819,  Lng: -73.839658),  Route carried "under" structure: State highway 9A,  Year Built: 1932,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 35,706 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 9A,  Facility Carried by Structure: RYDER ROAD
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 24.409,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 552327,  Location: 0.2 MI W OF ALB POST RD (Lat: 41.165186,  Lng: -73.864519),  Route carried "under" structure: Alternate City street ,  Year Built: 1840,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 6%,  Features Intersected: BROADWAY, KILL BROOK,  Facility Carried by Structure: ABAND AQUEDUCT
Minimum Vertical Clearance: 3.75m (12.30ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 771279,  Location: IN OSSINING (Lat: 41.161781,  Lng: -73.869167),  Route carried "under" structure: Other road ,  Year Built: 1913,  Structure Length: 15.66m (51.38ft),  Average Daily Traffic: 120 (year 2007),  Truck Traffic: 6%,  Features Intersected: WESTERLY ROAD WAY, MNRR,  Facility Carried by Structure: WESTERLY ROAD
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)