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


  • National Bridge Inventory (NBI) Statistics
  • 19Number of bridges
  • 187ft / 57.3mTotal length
  • $44,653,000Total costs
  • 459,023Total average daily traffic
  • 30,213Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Colonie
  • No street view available for this location

New bridges in Colonie, NY - historical statistics
  • New bridges - historical statistics
  • 41990-1999
  • 92000-2009
  • 62010-2019
Average Bridge Daily Traffic in Colonie, NY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 30.0%Excellent
  • 30.0%Very good
  • 20.0%Good
  • 20.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 40.0%Excellent
  • 20.0%Very good
  • 40.0%Good
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 30.0%Excellent
  • 30.0%Very good
  • 40.0%Good
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 33.3%Excellent
  • 33.3%Very good
  • 33.3%Fair
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Structure Number: 1002621,  Location: JCT I87 & SH 5 IN COLONIE (Lat: 42.710711,  Lng: -73.824964),  Route carried "on" structure: Interstate 87,  Year Built: 1998,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 59,744 (year 2006),  Truck Traffic: 7%,  Design Load: HS 25 or greater,  Features Intersected: RTE 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.129,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 23.6m (77.4ft)

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: 64.4 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: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,947,000,  Roadway Improvement Cost: $1,726,000,  Total Project Cost: $4,673,000 ( Estimate for 2021),  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: 1002622,  Location: JCT I87 & SH 5 IN COLONIE (Lat: 42.710558,  Lng: -73.824786),  Route carried "on" structure: Interstate 87,  Year Built: 1998,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 43,877 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 69,532 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.113,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 23.6m (77.4ft)

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: 64.4 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: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,947,000,  Roadway Improvement Cost: $1,726,000,  Total Project Cost: $4,673,000 ( Estimate for 2021),  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: 1033131,  Location: 0.8 MI NE JCT I87 & S H 5 (Lat: 42.718106,  Lng: -73.814778),  Route carried "on" structure: Interstate 87,  Year Built: 2001,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 47,706 (year 2015),  Truck Traffic: 9%,  Design Load: HS 25 or greater,  Features Intersected: SAND CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 94.3 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,529,000,  Roadway Improvement Cost: $1,481,000,  Total Project Cost: $4,009,000 ( Estimate for 2021),  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: 1033132,  Location: 0.8 MI NE JCT I87 & S H 5 (Lat: 42.717753,  Lng: -73.814275),  Route carried "on" structure: Interstate 87,  Year Built: 2001,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 34,385 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 54,489 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SAND CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.288,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 94.3 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,498,000,  Roadway Improvement Cost: $1,463,000,  Total Project Cost: $3,961,000 ( Estimate for 2021),  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: 1033141,  Location: JCT I87 & RTE 155 (Lat: 42.728400,  Lng: -73.796181),  Route carried "on" structure: Interstate 87,  Year Built: 2015,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 48,340 (year 2006),  Truck Traffic: 9%,  Design Load: HL 93,  Features Intersected: ALBANY SHAKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.219,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  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: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,799,000,  Roadway Improvement Cost: $1,639,000,  Total Project Cost: $4,438,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1033142,  Location: JCT I87 & RTE 155 (Lat: 42.728033,  Lng: -73.795661),  Route carried "on" structure: Interstate 87,  Year Built: 2015,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 36,180 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 57,334 (year 2040),  Design Load: Pedestrian,  Features Intersected: ALBANY SHAKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.203,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,772,000,  Roadway Improvement Cost: $1,623,000,  Total Project Cost: $4,395,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1034551,  Location: 1.2 MI W JCT RTS 9 & 155 (Lat: 42.738372,  Lng: -73.783586),  Route carried "on" structure: Interstate 87,  Year Built: 2007,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 48,340 (year 2006),  Truck Traffic: 9%,  Design Load: HL 93,  Features Intersected: RTE 155
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.779,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.4m (109.6ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,557,000,  Roadway Improvement Cost: $2,083,000,  Total Project Cost: $5,641,000 ( Estimate for 2021),  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: 1034552,  Location: 1.2 MI W JCT RTS 9 & 155 (Lat: 42.738322,  Lng: -73.782883),  Route carried "on" structure: Interstate 87,  Year Built: 2007,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 36,180 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,334 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 155
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.763,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.4m (109.6ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,597,000,  Roadway Improvement Cost: $2,106,000,  Total Project Cost: $5,703,000 ( Estimate for 2021),  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: 108003,  Location: Exit 3 flyover ramp (Lat: 42.725658,  Lng: -73.801944),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2019,  Status: Open,  Structure Length: 11.19m (36.71ft),  Design Load: HL 93,  Features Intersected: I-87 SB, I-87,  Facility Carried by Structure: Exit 3 Off-Ramp
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.483,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.18m (36.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,188,000,  Roadway Improvement Cost: $1,281,000,  Total Project Cost: $3,469,000 ( Estimate for 2021),  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: 226965,  Location: 1 MI N OF ALBANY AIRPORT (Lat: 42.761392,  Lng: -73.813089),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 899 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,259 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SHAKER CREEK,  Facility Carried by Structure: COUNTY ROAD 160
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $530,000,  Roadway Improvement Cost: $310,000,  Total Project Cost: $840,000 ( Estimate for 2021)
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Structure Number: 441601,  Location: MOHAWK R & FERRY ROAD (Lat: 42.788372,  Lng: -73.835486),  Route carried "on" structure: Spur Other road ,  Year Built: 2010,  Status: Open,  Structure Length: 14.54m (47.70ft),  Average Daily Traffic: 104 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 146 (year 2040),  Design Load: HL 93,  Features Intersected: BACKCHANNELMOHAWK, BIKE,  Facility Carried by Structure: FERRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  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 desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 14.53m (47.67ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $1,798,000,  Roadway Improvement Cost: $1,053,000,  Total Project Cost: $2,851,000 ( Estimate for 2021),  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: 1002621,  Location: JCT I87 & SH 5 IN COLONIE (Lat: 42.710711,  Lng: -73.824964),  Route carried "under" structure: State highway 5,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 25,041 (year 1999),  Features Intersected: RTE 5,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 7.884,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1002622,  Location: JCT I87 & SH 5 IN COLONIE (Lat: 42.710558,  Lng: -73.824786),  Route carried "under" structure: State highway 5,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 25,041 (year 1999),  Features Intersected: RTE 5,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 7.884,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1033131,  Location: 0.8 MI NE JCT I87 & S H 5 (Lat: 42.718106,  Lng: -73.814778),  Route carried "under" structure: Other road ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 5,653 (year 2019),  Truck Traffic: 2%,  Features Intersected: SAND CREEK ROAD,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.338,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.0m (88.6ft)

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Structure Number: 1033132,  Location: 0.8 MI NE JCT I87 & S H 5 (Lat: 42.717753,  Lng: -73.814275),  Route carried "under" structure: Other road ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 5,653 (year 2019),  Truck Traffic: 2%,  Features Intersected: SAND CREEK ROAD,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.0m (88.6ft)

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Structure Number: 1033141,  Location: JCT I87 & RTE 155 (Lat: 42.728400,  Lng: -73.796181),  Route carried "under" structure: Other road ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 9,624 (year 2017),  Truck Traffic: 5%,  Features Intersected: ALBANY SHAKER RD,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 5.294,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 1033142,  Location: JCT I87 & RTE 155 (Lat: 42.728033,  Lng: -73.795661),  Route carried "under" structure: Other road ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 10,994 (year 2017),  Truck Traffic: 3%,  Features Intersected: ALBANY SHAKER RD,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 5.342,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 1034551,  Location: 1.2 MI W JCT RTS 9 & 155 (Lat: 42.738372,  Lng: -73.783586),  Route carried "under" structure: State highway 155,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 10,631 (year 2002),  Features Intersected: RTE 155,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 9.429,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.4m (109.6ft)

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Structure Number: 1034552,  Location: 1.2 MI W JCT RTS 9 & 155 (Lat: 42.738322,  Lng: -73.782883),  Route carried "under" structure: State highway 155,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 10,631 (year 2002),  Features Intersected: RTE 155,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 9.429,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.4m (109.6ft)

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