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

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Structure Number: 100757,  Location: 1 MI S.JCT 9W < 396 (Lat: 42.533933,  Lng: -73.805806),  Route carried "on" structure: US 9W,  Year Built: 1976,  Status: Open,  Structure Length: 6.85m (22.47ft),  Average Daily Traffic: 8,872 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,877 (year 2026),  Design Load: HS 20,  Features Intersected: CSX TRANS/C P RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.655,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 57.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.85m (22.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $3,555,000,  Roadway Improvement Cost: $2,062,000,  Total Project Cost: $5,617,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100758,  Location: 0.9 MI N JCT RTS 9W & 396 (Lat: 42.560253,  Lng: -73.807775),  Route carried "on" structure: US 9W,  Year Built: 1941,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.02m (16.47ft),  Average Daily Traffic: 11,659 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,294 (year 2027),  Features Intersected: VLOMAN KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.478,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than present minimum 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: 5.02m (16.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $3,555,000,  Roadway Improvement Cost: $2,062,000,  Total Project Cost: $5,617,000 ( 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: 100759,  Location: JCT RTS 9W & 32 (Lat: 42.616658,  Lng: -73.785267),  Route carried "on" structure: State highway 32,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 31,753 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 38,929 (year 2025),  Design Load: HS 20,  Features Intersected: RTE 9W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.921,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $3,555,000,  Roadway Improvement Cost: $2,062,000,  Total Project Cost: $5,617,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 102242,  Location: 2.0 MI SW JT RT 32 & 910A (Lat: 42.580308,  Lng: -73.872653),  Route carried "on" structure: State highway 32,  Year Built: 1991,  Status: Open,  Structure Length: 10.63m (34.88ft),  Average Daily Traffic: 7,555 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,714 (year 2026),  Design Load: HS 20,  Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.760,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.63m (34.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $420,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $670,000 ( 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: 102243,  Location: 0.9 MI SW JT RT 32 & 910A (Lat: 42.588744,  Lng: -73.854667),  Route carried "on" structure: State highway 32,  Year Built: 1937,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 7,518 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,683 (year 2026),  Features Intersected: VOLMAN KILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.025,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 73.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $386,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $616,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102244,  Location: 0.5 MI E JCT RT 9W & 910A (Lat: 42.599742,  Lng: -73.784878),  Route carried "on" structure: Other road 910A,  Year Built: 1952,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 12,525 (year 1997),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,132 (year 2017),  Design Load: HS 20,  Features Intersected: RTE 87I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.433,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  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: 19.2m (63.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $386,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $616,000 ( 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: 102245,  Location: .1 MI N JCT SH 32 & SH144 (Lat: 42.620467,  Lng: -73.766683),  Route carried "on" structure: State highway 32,  Year Built: 1996,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 9,107 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,730 (year 2026),  Design Load: HS 25,  Features Intersected: NORMANS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.377,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.32m (14.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $386,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $616,000 ( 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: 103266,  Location: 0.4 MI NE JCT RTS 85&910E (Lat: 42.647972,  Lng: -73.846006),  Route carried "on" structure: Spur Other road 910E,  Year Built: 2005,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 6,495 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,366 (year 2022),  Design Load: HS 25,  Features Intersected: NORMANS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.511,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2007,  Underwater Inspection Date: June 2003,  Bridge Improvement Cost: $656,000,  Roadway Improvement Cost: $434,000,  Total Project Cost: $1,090,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103812,  Location: 1.6 MI N JCT RT 144 & 396 (Lat: 42.548761,  Lng: -73.769853),  Route carried "on" structure: State highway 144,  Year Built: 1947,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 4,415 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,376 (year 2026),  Design Load: HS 25,  Features Intersected: VLOMAN KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.896,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.53m (8.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $576,000,  Roadway Improvement Cost: $343,000,  Total Project Cost: $919,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 103813,  Location: .5 MI SE JCT SH144 & 910A (Lat: 42.599833,  Lng: -73.768150),  Route carried "on" structure: State highway 144,  Year Built: 1930,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 4,415 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,687 (year 2026),  Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.238,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Critical Feature Inspection Date: September 2007,  Bridge Improvement Cost: $590,000,  Roadway Improvement Cost: $351,000,  Total Project Cost: $941,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104748,  Location: 1.4 MI SW JCT 9W < 396 (Lat: 42.538647,  Lng: -73.827717),  Route carried "on" structure: State highway 396,  Year Built: 1977,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 2,496 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,209 (year 2026),  Design Load: HS 20,  Features Intersected: COEYMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.134,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 88.0 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: 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: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $778,000,  Roadway Improvement Cost: $463,000,  Total Project Cost: $1,241,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104749,  Location: .7 MI SW JCT US9W & SH396 (Lat: 42.542439,  Lng: -73.817089),  Route carried "on" structure: State highway 396,  Year Built: 1990,  Status: Open,  Structure Length: 9.50m (31.17ft),  Average Daily Traffic: 2,496 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,604 (year 2026),  Design Load: HS 20,  Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.438,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 67.1 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: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.50m (31.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $778,000,  Roadway Improvement Cost: $463,000,  Total Project Cost: $1,241,000 ( 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: 104751,  Location: JCT RTE 396 & I87 (Lat: 42.529828,  Lng: -73.785514),  Route carried "on" structure: State highway 396,  Year Built: 1952,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 3,839 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,936 (year 2024),  Design Load: HS 20,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.544,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.75m (28.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,142,000,  Roadway Improvement Cost: $662,000,  Total Project Cost: $1,804,000 ( 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: 106029,  Location: JCT S H 85 & NORMANS KILL (Lat: 42.648489,  Lng: -73.848711),  Route carried "on" structure: State highway 85,  Year Built: 2001,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 19,558 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,978 (year 2027),  Design Load: HS 25,  Features Intersected: NORMANS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.336,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.1m (170.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 75.3 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.43m (17.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2007,  Underwater Inspection Date: October 1998,  Bridge Improvement Cost: $2,178,000,  Roadway Improvement Cost: $1,264,000,  Total Project Cost: $3,442,000 ( 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: 1095909,  Location: .6 MI SE JCT SH85 & SH140 (Lat: 42.627478,  Lng: -73.854433),  Route carried "on" structure: State highway 140,  Year Built: 1969,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 12,986 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,726 (year 2026),  Features Intersected: EX- D&H RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.945,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $3,248,000,  Roadway Improvement Cost: $1,884,000,  Total Project Cost: $5,132,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 220021,  Location: 1 MI SW OF SELKIRK (Lat: 42.527569,  Lng: -73.819997),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 481 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 631 (year 2022),  Features Intersected: COEYMANS CREEK,  Facility Carried by Structure: PICTUAY 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),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 7.0 metric tons,  Inventory Rating: 7.0 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $164,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 320012,  Location: 2 MI N OF SOUTH BETHLEHEM (Lat: 42.560425,  Lng: -73.843772),  Route carried "on" structure: County highway ,  Year Built: 1923,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 34.59m (113.48ft),  Average Daily Traffic: 1,325 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,507 (year 2017),  Design Load: H 15,  Features Intersected: CSX TRANSPRTATION,  Facility Carried by Structure: COUNTY ROAD 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 34.59m (113.48ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Critical Feature Inspection Date: August 2007,  Bridge Improvement Cost: $10,182,000,  Roadway Improvement Cost: $6,774,000,  Total Project Cost: $16,956,000 ( 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: 330101,  Location: 2.4 MILES NW OF SELKIRK (Lat: 42.567581,  Lng: -73.814233),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 374 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 540 (year 2022),  Features Intersected: DOWERS KILL,  Facility Carried by Structure: COUNTY ROAD 53
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: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 78.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior 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: 1.36m (4.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $242,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $386,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330102,  Location: .1MI N OF SOUTH BETHLEHEM (Lat: 42.535594,  Lng: -73.840389),  Route carried "on" structure: County highway ,  Year Built: 1949,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 876 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 997 (year 2022),  Design Load: HS 25,  Features Intersected: ONESQUETHAW CRK,  Facility Carried by Structure: SO.ALBANY RD CR53
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: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 75.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $242,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $386,000 ( 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: 330104,  Location: 1.1 MI W OF SO BETHLEHEM (Lat: 42.537433,  Lng: -73.868497),  Route carried "on" structure: County highway ,  Year Built: 1934,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,308 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,488 (year 2022),  Features Intersected: ONESQUETHAW CREEK,  Facility Carried by Structure: COUNTY ROAD 102
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: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 58.7 metric tons,  Inventory Rating: 23.0 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $393,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $627,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330105,  Location: 1.8 MI N OF SELKIRK (Lat: 42.559036,  Lng: -73.809636),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 4,325 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,246 (year 2017),  Features Intersected: VLOMAN KILL,  Facility Carried by Structure: COUNTY ROAD 55
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: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Serious,  Culverts: Fair,  Operating Rating: 75.5 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $374,000,  Roadway Improvement Cost: $223,000,  Total Project Cost: $597,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336361,  Location: 2.2 MI N OF SO BETHLEHEM (Lat: 42.565561,  Lng: -73.829808),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 5,029 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,262 (year 2027),  Features Intersected: VLOMAN KILL,  Facility Carried by Structure: COUNTY ROAD 55
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: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 75.8 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: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $396,000,  Roadway Improvement Cost: $236,000,  Total Project Cost: $632,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5053419,  Location: EXIT 24 THRUWAY & RTE 9W (Lat: 42.620303,  Lng: -73.780708),  Route carried "on" structure: Interstate 87,  Year Built: 1952,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 47,945 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,115 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 9W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.151,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 35.3m (115.8ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 83.5 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.18m (20.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $4,588,000,  Roadway Improvement Cost: $2,661,000,  Total Project Cost: $7,249,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5513491,  Location: EXIT 22 OF I90 (Lat: 42.534303,  Lng: -73.784506),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 47,376 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 74,224 (year 2027),  Design Load: HS 25,  Features Intersected: RAMP INT 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.515,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.7m (54.8ft),  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: 16.6m (54.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $2,517,000,  Roadway Improvement Cost: $1,460,000,  Total Project Cost: $3,977,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5513492,  Location: EXIT 22 OF I90 (Lat: 42.534297,  Lng: -73.784053),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 23,688 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,112 (year 2027),  Design Load: HS 25,  Features Intersected: RAMP INT 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.523,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.6m (70.9ft),  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: 20.3m (66.6ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $2,517,000,  Roadway Improvement Cost: $1,460,000,  Total Project Cost: $3,977,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 55135,  Location: .49 MI NW INT 22 ON I87 (Lat: 42.541478,  Lng: -73.782469),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.55m (24.77ft),  Average Daily Traffic: 1,270 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,666 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: RTE I87,  Facility Carried by Structure: BEAVER DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.55m (24.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $2,517,000,  Roadway Improvement Cost: $1,460,000,  Total Project Cost: $3,977,000 ( 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: 5513511,  Location: 1.2 MI NW INT22 ON I87 (Lat: 42.551492,  Lng: -73.782433),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 13.90m (45.60ft),  Average Daily Traffic: 23,973 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,558 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANSPRTATION, VLOMA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.388,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.90m (45.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $2,517,000,  Roadway Improvement Cost: $1,460,000,  Total Project Cost: $3,977,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5513512,  Location: 1.2 MI NW INT 22 ON I87 (Lat: 42.551508,  Lng: -73.782753),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 12.47m (40.91ft),  Average Daily Traffic: 23,973 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,558 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANSPRTATION, VLOMA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.375,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.47m (40.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $2,517,000,  Roadway Improvement Cost: $1,460,000,  Total Project Cost: $3,977,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 551352,  Location: 1.8 MI NW EXIT 22 OF I90 (Lat: 42.558981,  Lng: -73.786897),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 384 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 504 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: RTE I87,  Facility Carried by Structure: CLAPPER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.09m (19.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $2,517,000,  Roadway Improvement Cost: $1,460,000,  Total Project Cost: $3,977,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 551353,  Location: 3.11MI NW INT22 ON I87 (Lat: 42.577975,  Lng: -73.787811),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 750 (year 1975),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,083 (year 1995),  Design Load: HS 20+Mod,  Features Intersected: RTE 87I,  Facility Carried by Structure: WEMPLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.2 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $2,517,000,  Roadway Improvement Cost: $1,460,000,  Total Project Cost: $3,977,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 55136,  Location: 3.46MI NW INT 23 ON I87 (Lat: 42.665586,  Lng: -73.832733),  Route carried "on" structure: County highway ,  Year Built: 1954,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 10,912 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,758 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: RTE I87,  Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 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: Better than present minimum criteria,  Length Of Structure Improvement: 7.44m (24.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,513,000,  Roadway Improvement Cost: $900,000,  Total Project Cost: $2,413,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 100759,  Location: JCT RTS 9W & 32 (Lat: 42.616658,  Lng: -73.785267),  Route carried "under" structure: US 9W,  Year Built: 1963,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 31,753 (year 2005),  Truck Traffic: 7%,  Features Intersected: RTE 9W,  Facility Carried by Structure: RTE 32
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 18.343,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 102244,  Location: 0.5 MI E JCT RT 9W & 910A (Lat: 42.599742,  Lng: -73.784878),  Route carried "under" structure: Interstate 87,  Year Built: 1952,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 47,945 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE 87I,  Facility Carried by Structure: RTE 910A
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 15.961,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 104751,  Location: JCT RTE 396 & I87 (Lat: 42.529828,  Lng: -73.785514),  Route carried "under" structure: Interstate 87,  Year Built: 1952,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 47,376 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: RTE 396
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 8.013,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 5053419,  Location: EXIT 24 THRUWAY & RTE 9W (Lat: 42.620303,  Lng: -73.780708),  Route carried "under" structure: US 9W,  Year Built: 1952,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 31,753 (year 2005),  Truck Traffic: 7%,  Features Intersected: RTE 9W,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 1.868,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: Toll bridge,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 5513491,  Location: EXIT 22 OF I90 (Lat: 42.534303,  Lng: -73.784506),  Route carried "under" structure: Ramp State highway ,  Year Built: 1954,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 851 (year 1978),  Truck Traffic: 9%,  Features Intersected: RAMP INT 22,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 5513492,  Location: EXIT 22 OF I90 (Lat: 42.534297,  Lng: -73.784053),  Route carried "under" structure: Ramp State highway ,  Year Built: 1954,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 851 (year 1978),  Truck Traffic: 9%,  Features Intersected: RAMP INT 22,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 55135,  Location: .49 MI NW INT 22 ON I87 (Lat: 42.541478,  Lng: -73.782469),  Route carried "under" structure: Interstate 87,  Year Built: 1954,  Structure Length: 7.55m (24.77ft),  Average Daily Traffic: 47,945 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: BEAVER DAM ROAD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 9.332,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 551352,  Location: 1.8 MI NW EXIT 22 OF I90 (Lat: 42.558981,  Lng: -73.786897),  Route carried "under" structure: Interstate 87,  Year Built: 1954,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 47,945 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: CLAPPER RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 1.136,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 551353,  Location: 3.11MI NW INT22 ON I87 (Lat: 42.577975,  Lng: -73.787811),  Route carried "under" structure: Interstate 87,  Year Built: 1954,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 47,945 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE 87I,  Facility Carried by Structure: WEMPLE ROAD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 13.516,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 55136,  Location: 3.46MI NW INT 23 ON I87 (Lat: 42.665586,  Lng: -73.832733),  Route carried "under" structure: Interstate 87,  Year Built: 1954,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 49,317 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 702529,  Location: S H 443 & CSX TRANSPORT (Lat: 42.600403,  Lng: -73.892289),  Route carried "under" structure: State highway 443,  Year Built: 1927,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 7,872 (year 2006),  Truck Traffic: 7%,  Features Intersected: RTE 443,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 29.992,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.2m (36.7ft)

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Structure Number: 70253,  Location: IN ELSMERE (Lat: 42.624875,  Lng: -73.825692),  Route carried "under" structure: State highway 443,  Year Built: 1928,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 13,743 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 443,  Facility Carried by Structure: EX- D&H RAILWAY
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 36.138,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 703265,  Location: JCT SH 85 & KENWOOD AVE (Lat: 42.629569,  Lng: -73.864469),  Route carried "under" structure: State highway 85,  Year Built: 1912,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 9,038 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 85,  Facility Carried by Structure: EX- D&H RAILWAY
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 33.692,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 704617,  Location: .1 MI S JCT SH443 & SH335 (Lat: 42.625194,  Lng: -73.821025),  Route carried "under" structure: State highway 335,  Year Built: 1932,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 8,032 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 335,  Facility Carried by Structure: EX- D&H RAILWAY
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 2.703,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 70475,  Location: 1 MI W JCT OF RTS 396+9W (Lat: 42.539747,  Lng: -73.819942),  Route carried "under" structure: State highway 396,  Year Built: 1923,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,496 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 396,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 5.664,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 12.1m (39.7ft)