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

Find on map >>

Structure Number: 100342,  Location: JCT BEAR MTN PKWY & US 6 (Lat: 41.299214,  Lng: -73.885753),  Route carried "on" structure: State highway 987H,  Year Built: 1931,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 16,868 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,947 (year 2022),  Design Load: HS 20,  Features Intersected: RTE 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 322.781,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 0.5m (1.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very 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: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $852,000,  Roadway Improvement Cost: $507,000,  Total Project Cost: $1,359,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 100503,  Location: 2.5 MI N JCT RTS 9+129 (Lat: 41.228694,  Lng: -73.911614),  Route carried "on" structure: US 9,  Year Built: 1964,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 50,068 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 70,095 (year 2027),  Design Load: HS 20,  Features Intersected: FURNACE DOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.550,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 35.9m (117.8ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 79.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum 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: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $916,000,  Roadway Improvement Cost: $545,000,  Total Project Cost: $1,461,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 100504,  Location: 2.5 MI N JCT RTS 9+129 (Lat: 41.229369,  Lng: -73.911519),  Route carried "on" structure: US 9,  Year Built: 1964,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 50,068 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 70,095 (year 2027),  Design Load: HS 20,  Features Intersected: FURNACE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.548,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 74.9 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,067,000,  Roadway Improvement Cost: $635,000,  Total Project Cost: $1,702,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 1005051,  Location: 5.5 MI N JCT RTS 9+129 (Lat: 41.231214,  Lng: -73.911406),  Route carried "on" structure: US 9,  Year Built: 1964,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 25,034 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,048 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 9A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.851,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,067,000,  Roadway Improvement Cost: $635,000,  Total Project Cost: $1,702,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 1005052,  Location: 5.5 MI N JCT RTS 9+129 (Lat: 41.231214,  Lng: -73.911406),  Route carried "on" structure: US 9,  Year Built: 1964,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 25,034 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,048 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RTE 9A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.851,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Equal to 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: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,067,000,  Roadway Improvement Cost: $635,000,  Total Project Cost: $1,702,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 100506,  Location: 5.9 MI N JCT RTS 9+129 (Lat: 41.236244,  Lng: -73.912839),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 4,138 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,793 (year 2017),  Design Load: H 20,  Features Intersected: RTE 9,  Facility Carried by Structure: WATCH HILL 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: 9.7m (31.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,067,000,  Roadway Improvement Cost: $635,000,  Total Project Cost: $1,702,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 1005079,  Location: IN MONTROSE (Lat: 41.253408,  Lng: -73.927725),  Route carried "on" structure: US 9,  Year Built: 1964,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 35,299 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,419 (year 2025),  Design Load: HS 20,  Features Intersected: MONTROSE STA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.606,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.4 metric tons,  Inventory Rating: 32.6 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $994,000,  Roadway Improvement Cost: $592,000,  Total Project Cost: $1,586,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 100508,  Location: 8.5 MI N JCT RTS 9+129 (Lat: 41.267622,  Lng: -73.934381),  Route carried "on" structure: US 9,  Year Built: 1964,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 35,299 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,419 (year 2025),  Design Load: H 20,  Features Intersected: DICKEY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.061,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 71.9 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: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $418,000,  Roadway Improvement Cost: $249,000,  Total Project Cost: $667,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 100515,  Location: 1.4 MI S WESTCH-PUTNAM CL (Lat: 41.308514,  Lng: -73.930608),  Route carried "on" structure: US 9,  Year Built: 1950,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 8.80m (28.87ft),  Average Daily Traffic: 17,515 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,521 (year 2027),  Design Load: H 20,  Features Intersected: COUNTY RTE 306, ANNSVILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.517,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,896,000,  Roadway Improvement Cost: $1,128,000,  Total Project Cost: $3,024,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 100516,  Location: 1 MI S OF WEST- PUTNAM CL (Lat: 41.312611,  Lng: -73.929728),  Route carried "on" structure: US 9,  Year Built: 1950,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 17,515 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,521 (year 2027),  Design Load: HS 20,  Features Intersected: ANNSVILLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.216,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $198,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $316,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 100624,  Location: 3.7 MI N JCT RTS 9A+129 (Lat: 41.239775,  Lng: -73.922183),  Route carried "on" structure: State highway 9A,  Year Built: 1935,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 12,222 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,924 (year 2020),  Design Load: HS 20,  Features Intersected: MNRR HU LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 358.743,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.32m (14.17ft),  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: $1,581,000,  Roadway Improvement Cost: $941,000,  Total Project Cost: $2,522,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 100625,  Location: IN BUCHANAN S. OF PEEKSKI (Lat: 41.266283,  Lng: -73.936814),  Route carried "on" structure: State highway 9A,  Year Built: 1950,  Year Reconstructed: 1984,  Status: Posted for load-capacity,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 13,104 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,346 (year 2026),  Features Intersected: DICKEY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.383,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,581,000,  Roadway Improvement Cost: $941,000,  Total Project Cost: $2,522,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 105046,  Location: .2 MI E US209/ANNSVILLE (Lat: 41.307256,  Lng: -73.927211),  Route carried "on" structure: Other road ,  Year Built: 1929,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 9,204 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,349 (year 2016),  Features Intersected: CANOPUS(SPRT)BRK.,  Facility Carried by Structure: COUNTY ROAD 306
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.254,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: July 2007,  Bridge Improvement Cost: $729,000,  Roadway Improvement Cost: $434,000,  Total Project Cost: $1,163,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 105047,  Location: 1.6 MI S JCT RTS 9+PUT CL (Lat: 41.308761,  Lng: -73.931022),  Route carried "on" structure: County highway ,  Year Built: 1927,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 7,400 (year 1970),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,641 (year 1990),  Design Load: HS 25,  Features Intersected: ANNSVILLE CREEK,  Facility Carried by Structure: COUNTY ROAD 306
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Fair,  Channel: Fair,  Operating Rating: 94.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $729,000,  Roadway Improvement Cost: $434,000,  Total Project Cost: $1,163,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 226233,  Location: 2.5 MI N CROTON ON HUDSON (Lat: 41.239881,  Lng: -73.898183),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 1,201 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,681 (year 2015),  Design Load: HS 20,  Features Intersected: FURNACE BROOK,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.0m,  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 79.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $216,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $345,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

Find on map >>

Structure Number: 226242,  Location: 2.7 MILES N OF PEEKSKILL (Lat: 41.325247,  Lng: -73.914011),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 774 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,084 (year 2015),  Features Intersected: CORTLANDT LAKE CK,  Facility Carried by Structure: HIGHLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 76.6 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $321,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $512,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 226551,  Location: 1.5 MI NE CROTON ON HUD. (Lat: 41.227581,  Lng: -73.857106),  Route carried "on" structure: City street ,  Year Built: 1904,  Year Reconstructed: 2003,  Status: Closed,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 7,109 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,953 (year 2017),  Design Load: HS 20,  Features Intersected: CROTON RES OUTLET,  Facility Carried by Structure: CROTON DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Critical Feature Inspection Date: November 2006,  Bridge Improvement Cost: $176,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $281,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>

Structure Number: 226588,  Location: 3 MILES S OF PEEKSKILL (Lat: 41.258217,  Lng: -73.887597),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,940 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,116 (year 2016),  Features Intersected: TRIB FURNACE BRK,  Facility Carried by Structure: WATCH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 72.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $255,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 334842,  Location: 2.3 MI NE OF PEEKSILL (Lat: 41.317769,  Lng: -73.905319),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 3,707 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,190 (year 2015),  Features Intersected: PKSKL HOLLOW CRK,  Facility Carried by Structure: GALLOWS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $673,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,073,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 334843,  Location: 2.0 MI NE OF PEEKSKILL (Lat: 41.314208,  Lng: -73.908711),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1948,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 1,191 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,667 (year 2015),  Features Intersected: PKSKL HOLLOW BK,  Facility Carried by Structure: PUMP HOUSE ROAD
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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.5 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $673,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,073,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 334844,  Location: 3.1 MI NW CROTON ON HUDS. (Lat: 41.234886,  Lng: -73.928300),  Route carried "on" structure: Other road ,  Year Built: 1913,  Year Reconstructed: 1952,  Status: Closed,  Structure Length: 13.83m (45.37ft),  Average Daily Traffic: 243 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 323 (year 2015),  Features Intersected: CRUGERS STA ROAD, MNRR H,  Facility Carried by Structure: CRUGERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Railroad,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 12,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Poor,  Channel: Satisfactory,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 13.83m (45.37ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2006,  Critical Feature Inspection Date: August 2006,  Bridge Improvement Cost: $3,813,000,  Roadway Improvement Cost: $2,511,000,  Total Project Cost: $6,324,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>

Structure Number: 334845,  Location: 2.1 MI NW CROTON ON HUDS. (Lat: 41.231150,  Lng: -73.905489),  Route carried "on" structure: City street ,  Year Built: 1948,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 4,028 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,639 (year 2015),  Features Intersected: FURNACE BROOK,  Facility Carried by Structure: FURNACE DOCK ROAD
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: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $3,813,000,  Roadway Improvement Cost: $2,511,000,  Total Project Cost: $6,324,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 334846,  Location: 2.5 MI NW CROTON ON HUDS. (Lat: 41.228917,  Lng: -73.924628),  Route carried "on" structure: Other road ,  Year Built: 1938,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 113 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2015),  Features Intersected: FURNACE BROOK,  Facility Carried by Structure: CORTLANDT STREET
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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: 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: April 2007,  Bridge Improvement Cost: $3,813,000,  Roadway Improvement Cost: $2,511,000,  Total Project Cost: $6,324,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 334856,  Location: AT CROTON ON HUDSON (Lat: 41.212161,  Lng: -73.866442),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1994,  Status: Posted for load,  Structure Length: 3.01m (9.88ft),  Average Daily Traffic: 617 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 864 (year 2015),  Features Intersected: CROTON RIVER,  Facility Carried by Structure: QUAKER BRIDGE RD
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.01m (9.88ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Critical Feature Inspection Date: September 2007,  Bridge Improvement Cost: $410,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $654,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

Find on map >>

Structure Number: 33489,  Location: 2.0 MI NE CROTON ON HUDS. (Lat: 41.226386,  Lng: -73.858283),  Route carried "on" structure: Other road ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 183 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 243 (year 2015),  Features Intersected: CROTON RIVER,  Facility Carried by Structure: CROTON GORGE PKRD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 6.0 metric tons,  Inventory Rating: 6.0 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: March 2008,  Critical Feature Inspection Date: March 2008,  Bridge Improvement Cost: $862,000,  Roadway Improvement Cost: $516,000,  Total Project Cost: $1,378,000 ( Estimate for 2007),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 771268,  Location: IN MONTROSE (Lat: 41.253036,  Lng: -73.928361),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 1,444 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,022 (year 2015),  Features Intersected: MNRR HU LINE,  Facility Carried by Structure: MONTROSE STA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.8m (97.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 60.5 metric tons,  Inventory Rating: 15.9 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Bridge Improvement Cost: $1,248,000,  Roadway Improvement Cost: $747,000,  Total Project Cost: $1,995,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 100342,  Location: JCT BEAR MTN PKWY & US 6 (Lat: 41.299214,  Lng: -73.885753),  Route carried "under" structure: US 6,  Year Built: 1931,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 17,331 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 6,  Facility Carried by Structure: RTE 987H
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.418,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 18.2m (59.7ft)

Find on map >>

Structure Number: 1005051,  Location: 5.5 MI N JCT RTS 9+129 (Lat: 41.231214,  Lng: -73.911406),  Route carried "under" structure: Alternate State highway 9A,  Year Built: 1964,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 13,104 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 9A,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 3.543,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

Find on map >>

Structure Number: 1005052,  Location: 5.5 MI N JCT RTS 9+129 (Lat: 41.231214,  Lng: -73.911406),  Route carried "under" structure: Alternate State highway 9A,  Year Built: 1964,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 13,104 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 9A,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 3.543,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

Find on map >>

Structure Number: 100506,  Location: 5.9 MI N JCT RTS 9+129 (Lat: 41.236244,  Lng: -73.912839),  Route carried "under" structure: US 9,  Year Built: 1964,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 35,299 (year 2005),  Truck Traffic: 6%,  Features Intersected: RTE 9,  Facility Carried by Structure: WATCH HILL ROAD
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 31.343,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

Find on map >>

Structure Number: 1005079,  Location: IN MONTROSE (Lat: 41.253408,  Lng: -73.927725),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,000 (year 1980),  Truck Traffic: 6%,  Features Intersected: MONTROSE STA ROAD,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 10.9m (35.8ft)

Find on map >>

Structure Number: 100515,  Location: 1.4 MI S WESTCH-PUTNAM CL (Lat: 41.308514,  Lng: -73.930608),  Route carried "under" structure: County highway ,  Year Built: 1950,  Structure Length: 8.80m (28.87ft),  Average Daily Traffic: 500 (year 1979),  Truck Traffic: 6%,  Features Intersected: COUNTY RTE 306, ANNSVILL,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)