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

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Structure Number: 100014,  Location: .9 MI S JCT SH 32 & SH378 (Lat: 42.688014,  Lng: -73.727800),  Route carried "on" structure: State highway ,  Year Built: 2004,  Status: Open,  Structure Length: 3.85m (12.63ft),  Average Daily Traffic: 8,723 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,235 (year 2027),  Design Load: HS 25,  Features Intersected: DELAWARE & HUDSON,  Facility Carried by Structure: Alternate State highway 32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.680,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.85m (12.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $2,853,000,  Roadway Improvement Cost: $1,655,000,  Total Project Cost: $4,508,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1047029,  Location: .1 MI E JCT SH377 & SH378 (Lat: 42.697300,  Lng: -73.725853),  Route carried "on" structure: State highway 378,  Year Built: 2004,  Status: Open,  Structure Length: 2.84m (9.32ft),  Average Daily Traffic: 14,287 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,402 (year 2025),  Design Load: HS 25,  Features Intersected: DELAWARE & HUDSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.903,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,300,000,  Roadway Improvement Cost: $773,000,  Total Project Cost: $2,073,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1092371,  Location: JCT I787 & 378 (Lat: 42.699761,  Lng: -73.708117),  Route carried "on" structure: State highway 378,  Year Built: 1971,  Status: Open,  Structure Length: 5.45m (17.88ft),  Average Daily Traffic: 15,112 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,218 (year 2027),  Design Load: HS 20,  Features Intersected: RTE I787
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.236,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.0m (173.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.45m (17.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,740,000,  Roadway Improvement Cost: $1,035,000,  Total Project Cost: $2,775,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092372,  Location: JCT I787 & 378 (Lat: 42.700544,  Lng: -73.707931),  Route carried "on" structure: State highway 378,  Year Built: 1971,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 30,223 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,434 (year 2027),  Design Load: HS 20,  Features Intersected: RTE I787
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.232,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.0m (210.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,740,000,  Roadway Improvement Cost: $1,035,000,  Total Project Cost: $2,775,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092389,  Location: .07MI. N.ALBANY OVER I787 (Lat: 42.683014,  Lng: -73.721786),  Route carried "on" structure: Ramp State highway 913T,  Year Built: 1971,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 3,700 (year 1972),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,766 (year 1992),  Design Load: HS 20,  Features Intersected: RTE I787
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.576,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.7m (172.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.0m,  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.42m (17.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,740,000,  Roadway Improvement Cost: $1,035,000,  Total Project Cost: $2,775,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109239,  Location: 0.3 MI W JCT I787 & 378 (Lat: 42.699461,  Lng: -73.710972),  Route carried "on" structure: State highway 378,  Year Built: 1971,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 12,381 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,947 (year 2025),  Features Intersected: 378 WB TO I787 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.050,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.4m (135.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,740,000,  Roadway Improvement Cost: $1,035,000,  Total Project Cost: $2,775,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092409,  Location: 0.9 MI W JCT I787 & 378 (Lat: 42.698306,  Lng: -73.719556),  Route carried "on" structure: State highway 378,  Year Built: 1971,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 14,287 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,402 (year 2025),  Design Load: HS 20,  Features Intersected: RTE 32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.097,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,740,000,  Roadway Improvement Cost: $1,035,000,  Total Project Cost: $2,775,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092419,  Location: .1 MI SE JCT SH32 & SH913 (Lat: 42.684997,  Lng: -73.728569),  Route carried "on" structure: Ramp Other road 913T,  Year Built: 1970,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 14,914 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,209 (year 2026),  Design Load: HS 20,  Features Intersected: DELAWARE & HUDSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.37m (20.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $3,791,000,  Roadway Improvement Cost: $2,199,000,  Total Project Cost: $5,990,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1092371,  Location: JCT I787 & 378 (Lat: 42.699761,  Lng: -73.708117),  Route carried "under" structure: Interstate 787,  Year Built: 1971,  Structure Length: 5.45m (17.88ft),  Average Daily Traffic: 85,100 (year 2006),  Truck Traffic: 8%,  Features Intersected: RTE I787,  Facility Carried by Structure: RTE 378
Minimum Vertical Clearance: 0.53m (1.74ft),  Kilometerpoint: 3.315,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.0m (173.9ft)

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Structure Number: 1092372,  Location: JCT I787 & 378 (Lat: 42.700544,  Lng: -73.707931),  Route carried "under" structure: Interstate 787,  Year Built: 1971,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 85,100 (year 2006),  Truck Traffic: 8%,  Features Intersected: RTE I787,  Facility Carried by Structure: RTE 378
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 3.411,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.0m (210.0ft)

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Structure Number: 1092389,  Location: .07MI. N.ALBANY OVER I787 (Lat: 42.683014,  Lng: -73.721786),  Route carried "under" structure: Interstate 787,  Year Built: 1971,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 90,172 (year 2002),  Truck Traffic: 8%,  Features Intersected: RTE I787,  Facility Carried by Structure: RTE 913T
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 1.078,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.7m (172.9ft)

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Structure Number: 109239,  Location: 0.3 MI W JCT I787 & 378 (Lat: 42.699461,  Lng: -73.710972),  Route carried "under" structure: Ramp Interstate ,  Year Built: 1971,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 6,470 (year 1980),  Truck Traffic: 8%,  Features Intersected: 378 WB TO I787 SB,  Facility Carried by Structure: RTE 378
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 1092409,  Location: 0.9 MI W JCT I787 & 378 (Lat: 42.698306,  Lng: -73.719556),  Route carried "under" structure: State highway 32,  Year Built: 1971,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 21,123 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 32,  Facility Carried by Structure: RTE 378
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 2.848,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)