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

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Structure Number: 101406,  Location: 2.2 MI N JCT RTS 17+59 (Lat: 41.153942,  Lng: -74.193436),  Route carried "on" structure: State highway 17,  Year Built: 1939,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 19,606 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,448 (year 2027),  Design Load: H 20,  Features Intersected: NAKAMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.276,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 72.9 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: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $602,000,  Roadway Improvement Cost: $358,000,  Total Project Cost: $960,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105041,  Location: IN SLOATSBURG (Lat: 41.161044,  Lng: -74.191344),  Route carried "on" structure: Other road ,  Year Built: 1950,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 1,500 (year 1979),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,954 (year 1999),  Design Load: H 20,  Features Intersected: MNRR PJ LINE,  Facility Carried by Structure: SEVEN LAKES PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.932,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.5 metric tons,  Inventory Rating: 25.3 metric tons,  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: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $699,000,  Roadway Improvement Cost: $416,000,  Total Project Cost: $1,115,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105042,  Location: 0.1MI E JCT RTE17+PARK RD (Lat: 41.161706,  Lng: -74.189442),  Route carried "on" structure: State highway 974,  Year Built: 1929,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 1,500 (year 1979),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,954 (year 1999),  Features Intersected: RAMAPO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.109,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 51.1 metric tons,  Inventory Rating: 23.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $369,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $589,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105043,  Location: 0.2MI E JCT RTE17+PARK RD (Lat: 41.161892,  Lng: -74.188833),  Route carried "on" structure: State highway 974,  Year Built: 1929,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,500 (year 1979),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,954 (year 1999),  Features Intersected: RAMAPO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.174,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 42.0 metric tons,  Inventory Rating: 17.7 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $296,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $472,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334617,  Location: .6 MILE N OF SLOATSBURG (Lat: 41.168131,  Lng: -74.190794),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 700 ,  Design Load: HS 20,  Features Intersected: RAMAPO RIVER,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.99m (16.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,126,000,  Roadway Improvement Cost: $670,000,  Total Project Cost: $1,796,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336471,  Location: AT SLOATSBURG (Lat: 41.166478,  Lng: -74.180133),  Route carried "on" structure: Other road ,  Year Built: 1953,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 800 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,042 ,  Design Load: HS 20,  Features Intersected: STONY BROOK,  Facility Carried by Structure: SEVEN LAKES DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $865,000,  Roadway Improvement Cost: $515,000,  Total Project Cost: $1,380,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 336472,  Location: AT SLOATSBURG (Lat: 41.162508,  Lng: -74.185750),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 140 ,  Features Intersected: STONY BROOK,  Facility Carried by Structure: WALDRON TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $295,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: 336479,  Location: AT SLOATSBURG (Lat: 41.164125,  Lng: -74.183536),  Route carried "on" structure: Other road ,  Year Built: 1953,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 877 (year 1989),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,143 (year 2009),  Design Load: HS 20,  Features Intersected: STONY BROOK,  Facility Carried by Structure: SEVEN LAKES DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $739,000,  Roadway Improvement Cost: $440,000,  Total Project Cost: $1,179,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5514181,  Location: 4.3 MI N JCT RTS I87+202 (Lat: 41.163669,  Lng: -74.184233),  Route carried "on" structure: Interstate 87,  Year Built: 1953,  Status: Open,  Structure Length: 8.16m (26.77ft),  Average Daily Traffic: 42,609 (year 2000),  Truck Traffic: 18%,  Average Future Daily Traffic: 67,092 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: SEVEN LAKES DRIVE, STONY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.209,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.16m (26.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $3,088,000,  Roadway Improvement Cost: $1,792,000,  Total Project Cost: $4,880,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5514182,  Location: 4.3 MI N JCT RTS I87+202 (Lat: 41.163633,  Lng: -74.184233),  Route carried "on" structure: Interstate 87,  Year Built: 1953,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 42,609 (year 2000),  Truck Traffic: 18%,  Average Future Daily Traffic: 67,092 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: SEVEN LAKES DRIVE, STONY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.209,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.93m (29.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $3,364,000,  Roadway Improvement Cost: $1,953,000,  Total Project Cost: $5,317,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 552138,  Location: 0.9 MI NE OF SLOATSBURG (Lat: 41.169403,  Lng: -74.176150),  Route carried "on" structure: Other road ,  Year Built: 1961,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,540 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,006 (year 2022),  Features Intersected: STONY BROOK,  Facility Carried by Structure: 987E987E85011002
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.927,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $309,000,  Total Project Cost: $828,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551417,  Location: 3.6 MI N JCT I87 & US 202 (Lat: 41.151697,  Lng: -74.189100),  Route carried "under" structure: Interstate 87,  Year Built: 1953,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 118,920 (year 2005),  Truck Traffic: 18%,  Features Intersected: RTE I87,  Facility Carried by Structure: SLOATSBURG PEDES
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 29.767,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 5514181,  Location: 4.3 MI N JCT RTS I87+202 (Lat: 41.163669,  Lng: -74.184233),  Route carried "under" structure: Other road ,  Year Built: 1953,  Structure Length: 8.16m (26.77ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 6%,  Features Intersected: SEVEN LAKES DRIVE, STONY,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 5514182,  Location: 4.3 MI N JCT RTS I87+202 (Lat: 41.163633,  Lng: -74.184233),  Route carried "under" structure: Other road ,  Year Built: 1953,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 6%,  Features Intersected: SEVEN LAKES DRIVE, STONY,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)