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

Find on map >>   Show street view

Structure Number: 101595,  Location: .2 MI W JCT US 20 & SH158 (Lat: 42.735961,  Lng: -73.988994),  Route carried "on" structure: US 20,  Year Built: 1941,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 4,755 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,327 (year 2040),  Features Intersected: NORMANS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.280,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2018,  Bridge Improvement Cost: $982,000,  Roadway Improvement Cost: $575,000,  Total Project Cost: $1,556,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 101597,  Location: MP 146.85 (Lat: 42.683619,  Lng: -73.845603),  Route carried "on" structure: US 20,  Year Built: 1991,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 35,338 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,504 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87IX SB, 87IX NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.506,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  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: April 2020,  Bridge Improvement Cost: $4,984,000,  Roadway Improvement Cost: $2,919,000,  Total Project Cost: $7,903,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1033121,  Location: .8 MI S JCT I87 & 910B (Lat: 42.702397,  Lng: -73.834247),  Route carried "on" structure: Interstate 87,  Year Built: 1957,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 59,744 (year 2006),  Truck Traffic: 7%,  Design Load: HS 20+Mod,  Features Intersected: CSX TRANS/ AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.906,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.1 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: 41.5 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: 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: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,466,000,  Roadway Improvement Cost: $1,444,000,  Total Project Cost: $3,910,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1033122,  Location: .8 MILE S JCT I87 & 910B (Lat: 42.702214,  Lng: -73.834039),  Route carried "on" structure: Interstate 87,  Year Built: 1959,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 43,877 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 69,532 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANS/ AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.890,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.5 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: 56.7 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: 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: 5.54m (18.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,769,000,  Roadway Improvement Cost: $1,622,000,  Total Project Cost: $4,391,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 103829,  Location: .2 MI W JCT RTS 146 & 158 (Lat: 42.711439,  Lng: -73.990083),  Route carried "on" structure: State highway 146,  Year Built: 1994,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 5,102 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,312 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.704,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $929,000,  Roadway Improvement Cost: $544,000,  Total Project Cost: $1,472,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 10383,  Location: 1.8 MI E JCT SH146 &SH158 (Lat: 42.702731,  Lng: -73.957889),  Route carried "on" structure: State highway 146,  Year Built: 1985,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 9,993 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,139 (year 2040),  Design Load: HS 20,  Features Intersected: ACCESS ROAD, CSX TRANSPR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.600,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,740,000,  Roadway Improvement Cost: $1,604,000,  Total Project Cost: $4,344,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 103831,  Location: 2.9 MI E JCT RT 146 & 158 (Lat: 42.703072,  Lng: -73.937575),  Route carried "on" structure: State highway 146,  Year Built: 1930,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 9,993 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,139 (year 2040),  Design Load: HS 20,  Features Intersected: NORMANS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.289,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.2 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $1,375,000,  Roadway Improvement Cost: $805,000,  Total Project Cost: $2,180,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 103832,  Location: 0.6 MI SW JCT RTS 7 & 146 (Lat: 42.758636,  Lng: -73.943186),  Route carried "on" structure: State highway 146,  Year Built: 1993,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 10,336 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,384 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90IX EB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.868,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.66m (18.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,135,000,  Roadway Improvement Cost: $1,250,000,  Total Project Cost: $3,385,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 103863,  Location: 2.3 M N JCT RT 85A & 155 (Lat: 42.678761,  Lng: -73.906225),  Route carried "on" structure: State highway 155,  Year Built: 1998,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 7,815 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,493 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NORMANSKILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.588,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.81m (15.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,230,000,  Roadway Improvement Cost: $720,000,  Total Project Cost: $1,950,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 103868,  Location: .9 MI N JCT SH146 & SH158 (Lat: 42.722728,  Lng: -73.992242),  Route carried "on" structure: State highway 158,  Year Built: 1939,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 4,213 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,212 (year 2040),  Design Load: HS 20,  Features Intersected: BOZEN KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.652,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 67.7 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: 52.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.29m (14.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,294,000,  Roadway Improvement Cost: $757,000,  Total Project Cost: $2,051,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 103869,  Location: 0.2 MI S JCT RTS 20 & 582 (Lat: 42.731944,  Lng: -73.987056),  Route carried "on" structure: State highway 158,  Year Built: 1992,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 4,008 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,959 (year 2040),  Design Load: HS 20,  Features Intersected: WATERVLIET RESVOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 86.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.42m (17.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,379,000,  Roadway Improvement Cost: $808,000,  Total Project Cost: $2,186,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 104752,  Location: 2.3 MI S JCT RTS 20 & 397 (Lat: 42.714308,  Lng: -74.029231),  Route carried "on" structure: State highway 397,  Year Built: 2002,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 1,776 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,486 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BOZEN KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,042,000,  Roadway Improvement Cost: $610,000,  Total Project Cost: $1,651,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1050049,  Location: I87 RAMP TO I90 (Lat: 42.690392,  Lng: -73.844117),  Route carried "on" structure: City street 910D,  Year Built: 1969,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 18,944 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,952 (year 2040),  Design Load: HS 20,  Features Intersected: 90IX SB, 90IX NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.475,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,017,000,  Roadway Improvement Cost: $1,767,000,  Total Project Cost: $4,784,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 107312,  Location: JCT. RTE US 20 + 87I (Lat: 42.683200,  Lng: -73.844219),  Route carried "on" structure: Ramp Other road ,  Year Built: 1984,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 7,621 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,831 (year 2040),  Design Load: HS 20,  Features Intersected: US20 EB to 910F NB, RTE,  Facility Carried by Structure: US20 EB to910F NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 76.1 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: 58.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $744,000,  Roadway Improvement Cost: $436,000,  Total Project Cost: $1,179,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 107313,  Location: 0.4MI N.JCT.RTE20 +90I (Lat: 42.687419,  Lng: -73.844769),  Route carried "on" structure: Ramp Other road ,  Year Built: 1984,  Status: Open,  Structure Length: 5.24m (17.19ft),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: THRUWAY I-87, THRUWAY I-,  Facility Carried by Structure: CROSSGATES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,185,000,  Roadway Improvement Cost: $694,000,  Total Project Cost: $1,878,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1073149,  Location: 0.1W.JCT 87ITWASH.AV.EXT. (Lat: 42.690650,  Lng: -73.845444),  Route carried "on" structure: City street 910D,  Year Built: 1984,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 18,944 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,952 (year 2040),  Design Load: HS 20,  Features Intersected: CROSSGATE MALL ACCESS RA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.379,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.9 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,619,000,  Roadway Improvement Cost: $1,533,000,  Total Project Cost: $4,152,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 107983,  Location: 0.4mi W INT GRANT HILL RD (Lat: 42.689572,  Lng: -73.927861),  Route carried "on" structure: ServiceOther road ,  Year Built: 2016,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 70 (year 2035),  Design Load: HS 20,  Features Intersected: Normans Kill,  Facility Carried by Structure: Rifle Range Access
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Agenciy,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 4.81m (15.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $2,306,000,  Roadway Improvement Cost: $1,351,000,  Total Project Cost: $3,657,000 ( Estimate for 2021),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other

Find on map >>   Show street view

Structure Number: 330115,  Location: 1.2 MI S OF GUILDERLAND (Lat: 42.690933,  Lng: -73.920492),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 236 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 330 (year 2038),  Features Intersected: NORMANS KILL,  Facility Carried by Structure: GRANT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.542,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 38.2 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: 29.5 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $3,563,000,  Roadway Improvement Cost: $2,086,000,  Total Project Cost: $5,649,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 330116,  Location: 1.2 MI NW OF VOORHEESVLLE (Lat: 42.676475,  Lng: -73.952256),  Route carried "on" structure: County highway ,  Year Built: 1933,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,999 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,473 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: COUNTY ROAD 201
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.717,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Inventory Rating: 75.3 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,  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: July 2021,  Bridge Improvement Cost: $406,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $644,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 330117,  Location: IN GUILDERLAND CENTER (Lat: 42.702042,  Lng: -73.966150),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 3,584 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,434 (year 2040),  Design Load: HL 93,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.034,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 78.7 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: 60.6 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $628,000,  Roadway Improvement Cost: $368,000,  Total Project Cost: $996,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 330118,  Location: 1.5 MI NW OF ALTAMONT (Lat: 42.713828,  Lng: -74.045764),  Route carried "on" structure: Other road ,  Year Built: 1999,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 193 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 270 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BOZENKILL,  Facility Carried by Structure: WESTFALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $670,000,  Roadway Improvement Cost: $392,000,  Total Project Cost: $1,063,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 330119,  Location: 1.3 MI NE OF DUNNSVILLE (Lat: 42.746064,  Lng: -73.995083),  Route carried "on" structure: Other road ,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 245 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 343 (year 2036),  Design Load: HS 20,  Features Intersected: NORMANS KILL,  Facility Carried by Structure: W. OLD STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $468,000,  Total Project Cost: $1,268,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 33012,  Location: 2.5MI NW OF VOORHEESVILLE (Lat: 42.705358,  Lng: -73.976167),  Route carried "on" structure: County highway ,  Year Built: 1943,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,701 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,104 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: CR 201
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.222,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 74.4 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $397,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $630,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 330121,  Location: 2.4MIE OF ALTAMONT (Lat: 42.710775,  Lng: -73.987433),  Route carried "on" structure: Other road ,  Year Built: 1975,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 83 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 116 (year 2039),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: WEAVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $465,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 330129,  Location: 1.3MI NE OF VOORHEESVILLE (Lat: 42.667064,  Lng: -73.896458),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 3,274 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,050 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NORMANSKILL CRK,  Facility Carried by Structure: JOHNSTON RD CR203
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.8m (156.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,199,000,  Roadway Improvement Cost: $702,000,  Total Project Cost: $1,901,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 551361,  Location: 1.45 MI SE EXIT 24 ON I90 (Lat: 42.677367,  Lng: -73.845231),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 8,898 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,809 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 87IX, RTE I87,  Facility Carried by Structure: SCHOOL HOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,915,000,  Roadway Improvement Cost: $1,121,000,  Total Project Cost: $3,036,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 551364,  Location: 2.94 MI NW INT24 ON I90 (Lat: 42.725183,  Lng: -73.888567),  Route carried "on" structure: Other road ,  Year Built: 2020,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 4,557 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,638 (year 2040),  Design Load: HL 93,  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: OLD STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.151,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 54.4 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: 42.1 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,509,000,  Roadway Improvement Cost: $884,000,  Total Project Cost: $2,393,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 551365,  Location: EXIT 25 OF I90 (Lat: 42.753917,  Lng: -73.933628),  Route carried "on" structure: Ramp Interstate 890,  Year Built: 1955,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 13,264 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 21,019 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX WB, 90IX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 3,  Lanes under structure: 7,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.37m (20.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,859,000,  Roadway Improvement Cost: $1,089,000,  Total Project Cost: $2,948,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 552442,  Location: 0.5M N.JCT RT 20 & 87I (Lat: 42.686678,  Lng: -73.844661),  Route carried "on" structure: Ramp Other road ,  Year Built: 1993,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 21.49m (70.51ft),  Truck Traffic: 5%,  Design Load: HS 20+Mod,  Features Intersected: Northway I-87, NYSTA THR,  Facility Carried by Structure: CROSSGATESFLYOVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.48m (70.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,839,000,  Roadway Improvement Cost: $2,248,000,  Total Project Cost: $6,087,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 101597,  Location: MP 146.85 (Lat: 42.683619,  Lng: -73.845603),  Route carried "under" structure: Interstate ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 46,162 (year 2014),  Features Intersected: 87IX SB, 87IX NB,  Facility Carried by Structure: RTE 20
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 236.282,  Lanes on structure: 6,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

Find on map >>   Show street view

Structure Number: 10383,  Location: 1.8 MI E JCT SH146 &SH158 (Lat: 42.702731,  Lng: -73.957889),  Route carried "under" structure: Ramp Other road ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2015),  Features Intersected: ACCESS ROAD, CSX TRANSPR,  Facility Carried by Structure: RTE 146
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.9m (81.7ft)

Find on map >>   Show street view

Structure Number: 103832,  Location: 0.6 MI SW JCT RTS 7 & 146 (Lat: 42.758636,  Lng: -73.943186),  Route carried "under" structure: Interstate 90,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 15,590 (year 1981),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: RTE 146
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 248.446,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 1050049,  Location: I87 RAMP TO I90 (Lat: 42.690392,  Lng: -73.844117),  Route carried "under" structure: Interstate ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 9,229 (year 1981),  Features Intersected: 90IX SB, 90IX NB,  Facility Carried by Structure: RTE 910D
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 237.038,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

Find on map >>   Show street view

Structure Number: 107312,  Location: JCT. RTE US 20 + 87I (Lat: 42.683200,  Lng: -73.844219),  Route carried "under" structure: US 20,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 28,034 (year 1999),  Features Intersected: US20 EB to 910F NB, RTE
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 17.779,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

Find on map >>   Show street view

Structure Number: 107313,  Location: 0.4MI N.JCT.RTE20 +90I (Lat: 42.687419,  Lng: -73.844769),  Route carried "under" structure: Interstate ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 26,642 (year 1985),  Features Intersected: THRUWAY I-87, THRUWAY I-,  Facility Carried by Structure: CROSSGATES ROAD
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 236.716,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 1073149,  Location: 0.1W.JCT 87ITWASH.AV.EXT. (Lat: 42.690650,  Lng: -73.845444),  Route carried "under" structure: Other road ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 5,059 (year 1985),  Features Intersected: CROSSGATE MALL ACCESS RA,  Facility Carried by Structure: RTE 910D
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.7m (54.8ft)

Find on map >>   Show street view

Structure Number: 551361,  Location: 1.45 MI SE EXIT 24 ON I90 (Lat: 42.677367,  Lng: -73.845231),  Route carried "under" structure: Interstate 87,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 35,830 (year 1996),  Features Intersected: 87IX, RTE I87,  Facility Carried by Structure: SCHOOL HOUSE RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 235.590,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 551364,  Location: 2.94 MI NW INT24 ON I90 (Lat: 42.725183,  Lng: -73.888567),  Route carried "under" structure: Interstate 90,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 9,229 (year 1981),  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: OLD STATE ROAD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 242.653,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 551365,  Location: EXIT 25 OF I90 (Lat: 42.753917,  Lng: -73.933628),  Route carried "under" structure: Interstate ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 18,231 (year 1978),  Features Intersected: 90IX WB, 90IX,  Facility Carried by Structure: RTE 890
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 247.512,  Lanes on structure: 3,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

Find on map >>   Show street view

Structure Number: 552442,  Location: 0.5M N.JCT RT 20 & 87I (Lat: 42.686678,  Lng: -73.844661),  Route carried "under" structure: Interstate 87,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 33,059 (year 1994),  Features Intersected: Northway I-87, NYSTA THR,  Facility Carried by Structure: CROSSGATESFLYOVER
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 236.636,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

Find on map >>   Show street view

Structure Number: 552442,  Location: 0.5M N.JCT RT 20 & 87I (Lat: 42.686678,  Lng: -73.844661),  Route carried "under" structure: Interstate 910F,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 41,444 (year 2012),  Features Intersected: Northway I-87, NYSTA THR,  Facility Carried by Structure: CROSSGATESFLYOVER
Minimum Vertical Clearance: 7.24m (23.75ft),  Kilometerpoint: 0.322,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

Find on map >>   Show street view

Structure Number: 701596,  Location: 1.4 mi E JCT Rts 20 & 158 (Lat: 42.725564,  Lng: -73.960528),  Route carried "under" structure: US 20,  Year Built: 1926,  Structure Length: 0. m,  Average Daily Traffic: 7,350 (year 1978),  Features Intersected: RTE 20, CSX TRANSPRTATIO,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 4.682,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.9m (94.8ft)

Find on map >>   Show street view

Structure Number: 705342,  Location: 1.4 mi E JCT RT 20 & 158 (Lat: 42.725697,  Lng: -73.960539),  Route carried "under" structure: US 20,  Year Built: 1926,  Structure Length: 0. m,  Average Daily Traffic: 7,350 (year 1978),  Features Intersected: RTE 20, CSX TRANS (LOWER,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 6.935,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 57.9m (190.0ft)

Find on map >>   Show street view

Structure Number: 730122,  Location: .2 MI W OF CITY OF ALBANY (Lat: 42.696778,  Lng: -73.827297),  Route carried "under" structure: County highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 15,831 (year 2013),  Truck Traffic: 6%,  Features Intersected: COUNTY ROAD 156,  Facility Carried by Structure: CSX TRANS/ AMTRAK
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 1.979,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.8m (61.7ft)