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

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Structure Number: 104531,  Location: 4.2 MI E JCT SH 301 & TSP (Lat: 41.469894,  Lng: -73.759681),  Route carried "on" structure: State highway 301,  Year Built: 1929,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,950 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,825 (year 2027),  Design Load: HS 20,  Features Intersected: W BR CROTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.201,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $111,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $176,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104532,  Location: 6.6 MI E JCT RTS 301+TSP (Lat: 41.447464,  Lng: -73.732167),  Route carried "on" structure: State highway 301,  Year Built: 1953,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 3,707 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,806 (year 2025),  Design Load: H 20,  Features Intersected: W BR.CROTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.931,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $111,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $176,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104559,  Location: 0.3 MI W JCT RTS 311+I84 (Lat: 41.472083,  Lng: -73.653967),  Route carried "on" structure: State highway 311,  Year Built: 1936,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 9,946 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,924 (year 2025),  Design Load: H 20,  Features Intersected: MIDDLE BR CROTON
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: 10.6m (34.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 72.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $311,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $496,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1052741,  Location: I84 INT 17 (Lat: 41.508122,  Lng: -73.681353),  Route carried "on" structure: Interstate 84,  Year Built: 1969,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 36,625 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 51,275 (year 2019),  Design Load: HS 20,  Features Intersected: LUDNGTNVL RD-CR43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.544,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $585,000,  Roadway Improvement Cost: $348,000,  Total Project Cost: $933,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1052742,  Location: I84 INT 17 (Lat: 41.508122,  Lng: -73.681353),  Route carried "on" structure: Interstate 84,  Year Built: 1969,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 36,625 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 51,275 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: LUDINGTONVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.528,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $585,000,  Roadway Improvement Cost: $348,000,  Total Project Cost: $933,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105275,  Location: 0.1 MI E I84 INT 17 (Lat: 41.496978,  Lng: -73.667717),  Route carried "on" structure: Other road ,  Year Built: 1968,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 900 (year 1982),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,197 (year 2002),  Design Load: HS 20,  Features Intersected: RTE I84,  Facility Carried by Structure: BOWEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.99m (29.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $585,000,  Roadway Improvement Cost: $348,000,  Total Project Cost: $933,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105276,  Location: 2.3 MI NW EXIT 18 OF I84 (Lat: 41.481125,  Lng: -73.653142),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 73,250 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 102,550 (year 2019),  Design Load: HS 20,  Features Intersected: STUMP POND STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.413,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 26 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.7m (31.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 79.5 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: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,087,000,  Roadway Improvement Cost: $647,000,  Total Project Cost: $1,734,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091561,  Location: 0.2 MI E JCT I84 INT 17 (Lat: 41.504500,  Lng: -73.679533),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 73,250 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 102,550 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: STUMP POND STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.978,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 77.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $245,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $391,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091562,  Location: 0.2 MI E JCT I84 INT 17 (Lat: 41.504500,  Lng: -73.679533),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 73,250 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 102,550 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: STUMP POND STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.978,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 77.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $424,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222381,  Location: 3.2 MI SW OF LAKE CARMEL (Lat: 41.440911,  Lng: -73.726883),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,481 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,970 (year 2017),  Features Intersected: W BR CROTON RIVER,  Facility Carried by Structure: DIXON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local 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: 15.2m (49.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  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 desirable 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: November 2007,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $424,000 ( 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: 222382,  Location: 2.6 MI N OF LAKE CARMEL (Lat: 41.496531,  Lng: -73.668072),  Route carried "on" structure: Other road ,  Year Built: 1968,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 167 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 222 (year 2017),  Design Load: HS 20,  Features Intersected: DREW LAKE OUTLET,  Facility Carried by Structure: BOWEN ROAD
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: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 76.0 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $333,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334561,  Location: AT LAKE CARMEL (Lat: 41.455558,  Lng: -73.661297),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 2,078 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,909 (year 2017),  Design Load: HS 20,  Features Intersected: LK CARMEL OUTLET,  Facility Carried by Structure: LAKE SHORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $453,000,  Roadway Improvement Cost: $269,000,  Total Project Cost: $722,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334562,  Location: 2.1 MILES SW OF HOLMES (Lat: 41.508119,  Lng: -73.682539),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 8,000 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 ,  Design Load: HS 20,  Features Intersected: STUMP POND STREAM,  Facility Carried by Structure: LUDINGTONVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 77.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $387,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334563,  Location: 5.0 MI NW OF L CARMEL (Lat: 41.492694,  Lng: -73.750019),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,375 (year 1993),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,792 (year 2013),  Design Load: H 20,  Features Intersected: SEVEN HILS L OUTL,  Facility Carried by Structure: FARMER MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway 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: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $461,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105275,  Location: 0.1 MI E I84 INT 17 (Lat: 41.496978,  Lng: -73.667717),  Route carried "under" structure: Interstate 84,  Year Built: 1968,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 18%,  Features Intersected: RTE I84,  Facility Carried by Structure: BOWEN ROAD
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 2.301,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)