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

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Structure Number: 100325,  Location: AT SH 17/US 6 EXIT 128 (Lat: 41.346822,  Lng: -74.224544),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 7.23m (23.72ft),  Average Daily Traffic: 972 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,410 (year 2027),  Design Load: HS 25,  Features Intersected: RTE 17,  Facility Carried by Structure: OXFORD 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: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.23m (23.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,215,000,  Roadway Improvement Cost: $723,000,  Total Project Cost: $1,938,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 100326,  Location: BLOOMING GROVE (Lat: 41.345900,  Lng: -74.212786),  Route carried "on" structure: US 6,  Year Built: 1956,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 58,545 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 84,990 (year 2027),  Design Load: HS 20,  Features Intersected: EX-ERIE RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.727,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 33.6m (110.2ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,215,000,  Roadway Improvement Cost: $723,000,  Total Project Cost: $1,938,000 ( 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: 100327,  Location: 0.6 MI W RTE 17 INT 130 (Lat: 41.347433,  Lng: -74.200425),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 2,183 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,903 (year 2018),  Design Load: HS 20,  Features Intersected: RTE 17,  Facility Carried by Structure: MUSEUM VILLAGE RD
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: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Critical Feature Inspection Date: March 2007,  Bridge Improvement Cost: $1,215,000,  Roadway Improvement Cost: $723,000,  Total Project Cost: $1,938,000 ( 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: 103484,  Location: 2.9 MI E JCT SH94 & SH17M (Lat: 41.378239,  Lng: -74.240589),  Route carried "on" structure: State highway 94,  Year Built: 1978,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 5,892 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,677 (year 2026),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.474,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 54.2m (177.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 79.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,168,000,  Roadway Improvement Cost: $695,000,  Total Project Cost: $1,863,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103485,  Location: 3.5 MI E JCT RTS 94 & 17M (Lat: 41.384542,  Lng: -74.232622),  Route carried "on" structure: State highway 94,  Year Built: 1992,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 5,892 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,677 (year 2026),  Design Load: HS 20,  Features Intersected: CROMLINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.722,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,168,000,  Roadway Improvement Cost: $695,000,  Total Project Cost: $1,863,000 ( 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: 103489,  Location: 2.2 MI E JCT SH94 & SH208 (Lat: 41.428419,  Lng: -74.140047),  Route carried "on" structure: State highway 94,  Year Built: 1936,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 9,687 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,604 (year 2027),  Design Load: HS 20,  Features Intersected: TRIB MOODNA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.542,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.7 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: High priority of corrective action,  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: September 2007,  Bridge Improvement Cost: $774,000,  Roadway Improvement Cost: $460,000,  Total Project Cost: $1,234,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222307,  Location: 1.1 MI SE WASHINGTONVILLE (Lat: 41.412014,  Lng: -74.160414),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 260 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 346 (year 2018),  Features Intersected: PERRY CREEK,  Facility Carried by Structure: PERRY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Poor,  Operating Rating: 78.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $163,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $260,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222308,  Location: 0.9MI SE WASHINGTONVILLE (Lat: 41.415036,  Lng: -74.160461),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,118 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,487 (year 2018),  Features Intersected: PERRY CREEK,  Facility Carried by Structure: WOODCOCK MTAIN RD
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: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.3m (27.2ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 74.3 metric tons,  Inventory Rating: 32.6 metric tons,  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: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $335,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222309,  Location: .5 MI W JCT US 6 & SH 208 (Lat: 41.346731,  Lng: -74.200375),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 2,183 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,903 (year 2018),  Design Load: HS 25,  Features Intersected: HERITAGE RAIL TRL,  Facility Carried by Structure: MUSEUM VILLAGE RD
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 92.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $335,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334412,  Location: 3.6 MI NE OF CHESTER (Lat: 41.384475,  Lng: -74.229419),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 174 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 231 (year 2018),  Features Intersected: CROMLINE CREEK,  Facility Carried by Structure: HUBSHOP 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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $966,000,  Roadway Improvement Cost: $575,000,  Total Project Cost: $1,541,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334413,  Location: 2.5 MI SW WASHINGTON VILL (Lat: 41.415806,  Lng: -74.212428),  Route carried "on" structure: City street ,  Year Built: 1947,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 124 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 165 (year 2018),  Design Load: HS 20,  Features Intersected: CROMLINE CREEK,  Facility Carried by Structure: CHERRY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.4 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: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $966,000,  Roadway Improvement Cost: $575,000,  Total Project Cost: $1,541,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334414,  Location: 1.8 MI E WASHINGTONVILLE (Lat: 41.430272,  Lng: -74.119436),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 3,759 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,452 (year 2018),  Design Load: HS 20,  Features Intersected: MOODNA CREEK,  Facility Carried by Structure: COUNTY ROAD 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $966,000,  Roadway Improvement Cost: $575,000,  Total Project Cost: $1,541,000 ( 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: 334416,  Location: 2.8 MI SW BLOOMING GROVE (Lat: 41.384294,  Lng: -74.237242),  Route carried "on" structure: County highway ,  Year Built: 1952,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 1,656 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,402 (year 2027),  Design Load: HS 20,  Features Intersected: CROMLINE CREEK,  Facility Carried by Structure: CRAIGVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Equal to present minimum criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $966,000,  Roadway Improvement Cost: $575,000,  Total Project Cost: $1,541,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other Coated Reinforcing

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Structure Number: 334417,  Location: 2.3 MI SW WASHINGTONVILLE (Lat: 41.397958,  Lng: -74.185967),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 1,227 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,780 (year 2018),  Design Load: H 20,  Features Intersected: SATTERLY CREEK,  Facility Carried by Structure: ROUND HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $319,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334418,  Location: 2.6 MI SW OF BLOOMING GRV (Lat: 41.391856,  Lng: -74.237931),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 1,339 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,942 (year 2027),  Design Load: HS 20,  Features Intersected: CROMLINE CREEK,  Facility Carried by Structure: HULSETOWN 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: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Critical,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $376,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $596,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334419,  Location: 2.2 MI W WASHINGTONVILLE (Lat: 41.430403,  Lng: -74.201264),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 275 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 399 ,  Design Load: HS 20,  Features Intersected: CROMLINE CREEK,  Facility Carried by Structure: TUTHILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $443,000,  Roadway Improvement Cost: $265,000,  Total Project Cost: $708,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33442,  Location: 2.0 MI SW BLOOMING GROVE (Lat: 41.399133,  Lng: -74.231039),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 406 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 540 (year 2018),  Design Load: H 20,  Features Intersected: TOMAHAWK LAKE,  Facility Carried by Structure: FARMINGDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.95m (9.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $601,000,  Roadway Improvement Cost: $358,000,  Total Project Cost: $959,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334421,  Location: 0.8 MI S WASHINGTONVILLE (Lat: 41.416894,  Lng: -74.171239),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,549 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,060 (year 2018),  Features Intersected: SATTERLY CREEK,  Facility Carried by Structure: HUDSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $601,000,  Roadway Improvement Cost: $358,000,  Total Project Cost: $959,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334422,  Location: 2.2 MI.SW.WASHINGTONVILLE (Lat: 41.398428,  Lng: -74.148864),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,006 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,338 (year 2018),  Design Load: HS 20,  Features Intersected: PERRY CREEK,  Facility Carried by Structure: MOUNTAIN LODGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 3 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-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $182,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336013,  Location: 1.5 MI SE WASHINGTONVILLE (Lat: 41.407956,  Lng: -74.154650),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 190 (year 1994),  Truck Traffic: 8%,  Average Future Daily Traffic: 253 (year 2014),  Design Load: HS 20,  Features Intersected: PERRY CREEK,  Facility Carried by Structure: FELTER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $319,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336021,  Location: 3.3 MI S OF WASHINGTONVIL (Lat: 41.380533,  Lng: -74.173275),  Route carried "on" structure: Alternate County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,377 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,348 (year 2018),  Design Load: H 20,  Features Intersected: TRIB SLATTERY CRK,  Facility Carried by Structure: CLOVE ROAD, CR 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $412,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $657,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336482,  Location: 2 MI SW OF WASHINGTONVLLE (Lat: 41.406878,  Lng: -74.188797),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 896 (year 1994),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,192 (year 2014),  Design Load: HS 20,  Features Intersected: SATTERLY CREEK,  Facility Carried by Structure: HORTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,849,000,  Roadway Improvement Cost: $1,100,000,  Total Project Cost: $2,949,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100325,  Location: AT SH 17/US 6 EXIT 128 (Lat: 41.346822,  Lng: -74.224544),  Route carried "under" structure: State highway 17,  Year Built: 2002,  Structure Length: 7.23m (23.72ft),  Average Daily Traffic: 58,545 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 17,  Facility Carried by Structure: OXFORD ROAD
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 32.598,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 100327,  Location: 0.6 MI W RTE 17 INT 130 (Lat: 41.347433,  Lng: -74.200425),  Route carried "under" structure: State highway 17,  Year Built: 1956,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 58,545 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 17,  Facility Carried by Structure: MUSEUM VILLAGE RD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 34.722,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 703487,  Location: 3.7 MI SW JCT SH94& SH208 (Lat: 41.393878,  Lng: -74.218469),  Route carried "under" structure: State highway 94,  Year Built: 1940,  Structure Length: 4.41m (14.47ft),  Average Daily Traffic: 5,892 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 94,  Facility Carried by Structure: EX-ERIE RR R.O.W.
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 30.989,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 42.0m (137.8ft)

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Structure Number: 771225,  Location: 2.5 MI NW OF MONROE (Lat: 41.350761,  Lng: -74.215675),  Route carried "under" structure: County highway ,  Year Built: 1885,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 972 (year 2007),  Truck Traffic: 6%,  Features Intersected: OXFORD ROAD,  Facility Carried by Structure: ABANDONED R R
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.6m (24.9ft)