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

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Structure Number: 102064,  Location: 2.2 MI W JCT RTS 9 & 29 (Lat: 43.077172,  Lng: -73.826592),  Route carried "on" structure: State highway 29,  Year Built: 1957,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 11,365 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,638 (year 2025),  Features Intersected: SLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.647,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 77.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $212,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $338,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102065,  Location: 1.4 MI W JCT US 9 & SH 29 (Lat: 43.078744,  Lng: -73.811336),  Route carried "on" structure: State highway 29,  Year Built: 1959,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 8,948 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,525 (year 2025),  Features Intersected: DELAWARE & HUDSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.337,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $577,000,  Roadway Improvement Cost: $343,000,  Total Project Cost: $920,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1020661,  Location: IN SARATOGA SPRINGS (Lat: 43.084383,  Lng: -73.749058),  Route carried "on" structure: Interstate 87,  Year Built: 1962,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 23,781 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,258 (year 2026),  Design Load: H 20,  Features Intersected: RTE 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.710,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State 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: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $577,000,  Roadway Improvement Cost: $343,000,  Total Project Cost: $920,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1020662,  Location: IN SARATOGA SPRINGS (Lat: 43.084394,  Lng: -73.748425),  Route carried "on" structure: Interstate 87,  Year Built: 1962,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 23,781 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,258 (year 2026),  Design Load: H 20,  Features Intersected: RTE 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.710,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State 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: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $577,000,  Roadway Improvement Cost: $343,000,  Total Project Cost: $920,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102636,  Location: JCT SH 50 & D&H RAILWAY (Lat: 43.042939,  Lng: -73.818233),  Route carried "on" structure: State highway 50,  Year Built: 1959,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 11,786 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,450 (year 2026),  Design Load: HS 20,  Features Intersected: DELAWARE & HUDSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.039,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.82m (22.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Critical Feature Inspection Date: October 2006,  Bridge Improvement Cost: $2,778,000,  Roadway Improvement Cost: $1,611,000,  Total Project Cost: $4,389,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 102638,  Location: JCT RTE 50 & I87 (Lat: 43.096436,  Lng: -73.752786),  Route carried "on" structure: State highway 50,  Year Built: 1962,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 30,323 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,581 (year 2025),  Design Load: H 20,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.369,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $2,547,000,  Roadway Improvement Cost: $1,478,000,  Total Project Cost: $4,025,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103333,  Location: 2.0 MI N JCT RT 9 & I87RT (Lat: 43.045744,  Lng: -73.773611),  Route carried "on" structure: County highway ,  Year Built: 1962,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 517 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 747 (year 2027),  Design Load: H 20,  Features Intersected: RTE I87,  Facility Carried by Structure: NELSON AVE EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 63.5 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.24m (13.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $987,000,  Roadway Improvement Cost: $587,000,  Total Project Cost: $1,574,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103334,  Location: 2.75 MI N JCT US 9 & I87 (Lat: 43.055250,  Lng: -73.765300),  Route carried "on" structure: County highway ,  Year Built: 1962,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 3,266 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,207 (year 2025),  Design Load: H 20,  Features Intersected: RTE I87,  Facility Carried by Structure: CRESCENT 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: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Serious,  Substructure: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.67m (38.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $2,735,000,  Roadway Improvement Cost: $1,586,000,  Total Project Cost: $4,321,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 109593,  Location: 1.1 MI NE JCT RTS 9 & 50 (Lat: 43.096775,  Lng: -73.752039),  Route carried "on" structure: State highway 50,  Year Built: 1962,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 30,323 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,581 (year 2025),  Design Load: H 20,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.371,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $2,567,000,  Roadway Improvement Cost: $1,489,000,  Total Project Cost: $4,056,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226003,  Location: 1 MI SOUTH JCT I87&NY9P (Lat: 43.053403,  Lng: -73.752900),  Route carried "on" structure: County highway ,  Year Built: 1950,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,554 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,688 (year 2025),  Design Load: H 20,  Features Intersected: LAKE LONELY OUTLT,  Facility Carried by Structure: CRESCENT AVE CR22
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $220,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226005,  Location: .25 MI WEST OF SARATOGA (Lat: 43.074531,  Lng: -73.812617),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 3,287 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,747 (year 2017),  Features Intersected: DELAWARE & HUDSON,  Facility Carried by Structure: GRAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 87.1 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $220,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552446,  Location: SARATOGA SPA STATE PARK (Lat: 43.058039,  Lng: -73.807528),  Route carried "on" structure: Other road ,  Year Built: 1930,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 300 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 394 ,  Features Intersected: GEYSER BROOK,  Facility Carried by Structure: PICNIC LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 70.5 metric tons,  Inventory Rating: 30.5 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $178,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $284,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1020661,  Location: IN SARATOGA SPRINGS (Lat: 43.084383,  Lng: -73.749058),  Route carried "under" structure: State highway 29,  Year Built: 1962,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 14,090 (year 2006),  Truck Traffic: 7%,  Features Intersected: RTE 29,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 8.415,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 1020662,  Location: IN SARATOGA SPRINGS (Lat: 43.084394,  Lng: -73.748425),  Route carried "under" structure: State highway 29,  Year Built: 1962,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 14,090 (year 2006),  Truck Traffic: 7%,  Features Intersected: RTE 29,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 8.463,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 102637,  Location: JCT SH 50 & GEYSER BROOK (Lat: 43.055203,  Lng: -73.809853),  Route carried "under" structure: State highway 50,  Year Built: 1966,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 10,750 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 50,  Facility Carried by Structure: PEDESTRIAN OVRPSS
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 4.312,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.1m (144.7ft)

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Structure Number: 102638,  Location: JCT RTE 50 & I87 (Lat: 43.096436,  Lng: -73.752786),  Route carried "under" structure: Interstate 87,  Year Built: 1962,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 67,617 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: RTE 50
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 6.774,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 103333,  Location: 2.0 MI N JCT RT 9 & I87RT (Lat: 43.045744,  Lng: -73.773611),  Route carried "under" structure: Interstate 87,  Year Built: 1962,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 62,442 (year 2006),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: NELSON AVE EXT
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 103334,  Location: 2.75 MI N JCT US 9 & I87 (Lat: 43.055250,  Lng: -73.765300),  Route carried "under" structure: Interstate 87,  Year Built: 1962,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 62,442 (year 2006),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: CRESCENT AVENUE
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 1.673,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 109593,  Location: 1.1 MI NE JCT RTS 9 & 50 (Lat: 43.096775,  Lng: -73.752039),  Route carried "under" structure: Interstate 87,  Year Built: 1962,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 67,617 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: RTE 50
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 6.806,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)