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

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Structure Number: 100552,  Location: JCT OF US 9 & 20 / SH 9J (Lat: 42.630172,  Lng: -73.743711),  Route carried "on" structure: US 9,  Year Built: 1930,  Status: Open,  Structure Length: 9.44m (30.97ft),  Average Daily Traffic: 24,609 (year 1999),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,171 (year 2019),  Features Intersected: RTE 9J, AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.066,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.44m (30.97ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Bridge Improvement Cost: $2,883,000,  Roadway Improvement Cost: $1,673,000,  Total Project Cost: $4,556,000 ( 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: 10926,  Location: 1 MILE N JCT SH 43 & I90 (Lat: 42.660047,  Lng: -73.721586),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 7,288 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,387 (year 2026),  Design Load: HS 20,  Features Intersected: RTE I90,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.09m (19.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $867,000,  Roadway Improvement Cost: $503,000,  Total Project Cost: $1,370,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109302A,  Location: RAMP RT 9 NB TO DUNN BR (Lat: 42.642281,  Lng: -73.744103),  Route carried "on" structure: Ramp US 9,  Year Built: 1969,  Status: Open,  Structure Length: 46.21m (151.61ft),  Average Daily Traffic: 34,977 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,882 (year 2027),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 43, MILL CRE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.514,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 89.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 46.21m (151.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $11,916,000,  Roadway Improvement Cost: $6,913,000,  Total Project Cost: $18,829,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109302B,  Location: RT 9 SB OFF DUNN BR (Lat: 42.641731,  Lng: -73.745247),  Route carried "on" structure: Ramp US 9,  Year Built: 1969,  Status: Open,  Structure Length: 24.04m (78.87ft),  Average Daily Traffic: 34,977 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,882 (year 2027),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 43, MILL CRE
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 1.702,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 87.8 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.04m (78.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $5,965,000,  Roadway Improvement Cost: $3,460,000,  Total Project Cost: $9,425,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109306,  Location: JCT RTS 9 & 20 & HUDSON R (Lat: 42.641258,  Lng: -73.747000),  Route carried "on" structure: Ramp US ,  Year Built: 1971,  Status: Open,  Structure Length: 3.07m (10.07ft),  Average Daily Traffic: 7,239 (year 1989),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,324 (year 2009),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: DUNN RAMP TO BDWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 331.454,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 91.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $5,965,000,  Roadway Improvement Cost: $3,460,000,  Total Project Cost: $9,425,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200551,  Location: JCT US 9 & 20 / SH 9J (Lat: 42.628967,  Lng: -73.742978),  Route carried "on" structure: US 9,  Year Built: 1935,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 18,125 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,221 (year 2020),  Features Intersected: CSX TRANS/ AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.760,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.18m (20.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Bridge Improvement Cost: $1,888,000,  Roadway Improvement Cost: $1,123,000,  Total Project Cost: $3,011,000 ( 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: 202533,  Location: .5 MI E JCT US 9 & US 20 (Lat: 42.637236,  Lng: -73.741203),  Route carried "on" structure: City street 151,  Year Built: 1929,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 21.45m (70.37ft),  Average Daily Traffic: 8,743 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,261 (year 2025),  Design Load: HS 20,  Features Intersected: EAST STREET, MILL CREEK,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 21.45m (70.37ft),  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: $4,717,000,  Roadway Improvement Cost: $2,736,000,  Total Project Cost: $7,453,000 ( 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: 220219,  Location: BROADWAY CITY RENSSELAER (Lat: 42.640719,  Lng: -73.745058),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 9,160 (year 1997),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,798 (year 2017),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 4.2m (13.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $242,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $386,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22022,  Location: CITY OF RENSSELAER S.ST. (Lat: 42.635422,  Lng: -73.742544),  Route carried "on" structure: City street ,  Year Built: 1929,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 2,027 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,659 (year 2017),  Features Intersected: MILL CREEK,  Facility Carried by Structure: SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 43.7 metric tons,  Inventory Rating: 12.3 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  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: 220222,  Location: CITY OF RENSSELAER (Lat: 42.645550,  Lng: -73.740522),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 20.66m (67.78ft),  Average Daily Traffic: 4,804 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,188 (year 2026),  Design Load: HS 20,  Features Intersected: CSX TRANS/ AMTRAK, AMTRA,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 31.3m (102.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.9 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: 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: 20.66m (67.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Critical Feature Inspection Date: August 2007,  Bridge Improvement Cost: $4,699,000,  Roadway Improvement Cost: $2,711,000,  Total Project Cost: $7,410,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 220223,  Location: CITY OF RENSSELAER (Lat: 42.641750,  Lng: -73.741625),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 7.84m (25.72ft),  Average Daily Traffic: 1,000 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,444 (year 2023),  Design Load: HS 25,  Features Intersected: CSX RR / AMTRAK,  Facility Carried by Structure: HERRICK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.84m (25.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $2,143,000,  Roadway Improvement Cost: $1,243,000,  Total Project Cost: $3,386,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 220224,  Location: CITY OF RENSS -HIGH ST (Lat: 42.634103,  Lng: -73.736325),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 1,314 (year 1993),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,724 (year 2013),  Design Load: HS 25,  Features Intersected: MILL CREEK,  Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 18.8m (61.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $444,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $708,000 ( 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: 220225,  Location: SECOND AVE. RENSSELAER (Lat: 42.635014,  Lng: -73.739636),  Route carried "on" structure: City street ,  Year Built: 1986,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 231 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 303 (year 2026),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: SECOND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $444,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $708,000 ( 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: 220226,  Location: CITY OF RENSSELAER,WASH S (Lat: 42.640392,  Lng: -73.743981),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 5,898 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,738 (year 2026),  Features Intersected: MILL CREEK,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 70.5 metric tons,  Inventory Rating: 30.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $444,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $708,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 220227,  Location: LAWRENCE ST-CITY OF RENSS (Lat: 42.643594,  Lng: -73.737475),  Route carried "on" structure: Business City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 389 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 510 (year 2026),  Design Load: HS 25,  Features Intersected: HOLLOW CREEK,  Facility Carried by Structure: LAWRENCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $162,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $258,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220228,  Location: CITY OF RENSSELAER (Lat: 42.636531,  Lng: -73.743203),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 1,815 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,381 (year 2019),  Features Intersected: MILL CREEK,  Facility Carried by Structure: SECOND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Serious,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,097,000,  Roadway Improvement Cost: $733,000,  Total Project Cost: $1,830,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226778,  Location: CITY OF RENSSELAER - PORT (Lat: 42.625900,  Lng: -73.745786),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 1,838 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,654 (year 2026),  Design Load: HS 20,  Features Intersected: CSXT PORT SPUR,  Facility Carried by Structure: PORT ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.62m (11.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $467,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $745,000 ( 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: 226779,  Location: RENSSELAER PORT ACCESS-9J (Lat: 42.627831,  Lng: -73.744942),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 1,838 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,654 (year 2026),  Design Load: HS 20,  Features Intersected: CSX TRANS/ AMTRAK,  Facility Carried by Structure: PORT ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.4 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $467,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $745,000 ( 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: 100552,  Location: JCT OF US 9 & 20 / SH 9J (Lat: 42.630172,  Lng: -73.743711),  Route carried "under" structure: State highway 9J,  Year Built: 1930,  Structure Length: 9.44m (30.97ft),  Average Daily Traffic: 4,495 (year 2006),  Truck Traffic: 7%,  Features Intersected: RTE 9J, AMTRAK,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 1.368,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 10926,  Location: 1 MILE N JCT SH 43 & I90 (Lat: 42.660047,  Lng: -73.721586),  Route carried "under" structure: Interstate 90,  Year Built: 1968,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 68,438 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE I90,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 220222,  Location: CITY OF RENSSELAER (Lat: 42.645550,  Lng: -73.740522),  Route carried "under" structure: Other road ,  Year Built: 1975,  Structure Length: 20.66m (67.78ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 6%,  Features Intersected: CSX TRANS/ AMTRAK, AMTRA,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 31.3m (102.7ft)