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

Find on map >>   Show street view

Structure Number: 100408,  Location: 0.1 MI S OF COBLESKILL (Lat: 42.667308,  Lng: -74.503167),  Route carried "on" structure: State highway 7,  Year Built: 1992,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 6,117 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,430 (year 2040),  Design Load: HS 20,  Features Intersected: COBLESKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.017,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.0m (183.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 5.66m (18.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,740,000,  Roadway Improvement Cost: $1,019,000,  Total Project Cost: $2,760,000 ( 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: 100409,  Location: IN COBLESKILL (Lat: 42.676039,  Lng: -74.493092),  Route carried "on" structure: State highway 7,  Year Built: 2011,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 6,117 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,430 (year 2040),  Design Load: HL 93,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.401,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,270,000,  Roadway Improvement Cost: $1,329,000,  Total Project Cost: $3,599,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 10041,  Location: IN VILLAGE OF COBLESKILL (Lat: 42.677608,  Lng: -74.487053),  Route carried "on" structure: State highway 7,  Year Built: 2000,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,117 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,430 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.012,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Good,  Culverts: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $341,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 100412,  Location: AT COBLESKILL (Lat: 42.680194,  Lng: -74.467489),  Route carried "on" structure: State highway 7,  Year Built: 1937,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 9,607 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,670 (year 2040),  Design Load: HS 20,  Features Intersected: COBLESKILL CREEK
Minimum Vertical Clearance: 4.46m (14.63ft),  Kilometerpoint: 16.621,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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: 44.0m (144.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $3,236,000,  Roadway Improvement Cost: $1,895,000,  Total Project Cost: $5,132,000 ( 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: 103828,  Location: .1 MI N JCT SH 145 & SH 1 (Lat: 42.680417,  Lng: -74.488997),  Route carried "on" structure: State highway 145,  Year Built: 1989,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,389 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,902 (year 2040),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.396,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $861,000,  Roadway Improvement Cost: $504,000,  Total Project Cost: $1,365,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10702,  Location: 2 MILES SW OF COBLESKILL (Lat: 42.654453,  Lng: -74.509253),  Route carried "on" structure: Other road 992L,  Year Built: 1980,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 2,321 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,871 (year 2040),  Design Load: HS 20,  Features Intersected: 88I 88I95071068WB, RTE I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.55m (24.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,259,000,  Roadway Improvement Cost: $1,908,000,  Total Project Cost: $5,167,000 ( 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: 1070211,  Location: 2 MILES SW OF COBLESKILL (Lat: 42.658281,  Lng: -74.502844),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 4,506 (year 2009),  Truck Traffic: 28%,  Design Load: HS 20+Mod,  Features Intersected: W FULTON RD CR 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.697,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.1 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: 50.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.29m (14.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,641,000,  Roadway Improvement Cost: $961,000,  Total Project Cost: $2,603,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1070212,  Location: 2 MILES SW OF COBLESKILL (Lat: 42.657981,  Lng: -74.502669),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 4,770 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 6,274 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: W FULTON RD CR 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.681,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.1 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: 50.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.29m (14.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,710,000,  Roadway Improvement Cost: $1,001,000,  Total Project Cost: $2,711,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 107022,  Location: 2 MI SW OF COBLESKILL (Lat: 42.657050,  Lng: -74.511233),  Route carried "on" structure: Alternate State highway 7,  Year Built: 1979,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,838 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,877 (year 2040),  Design Load: HS 20,  Features Intersected: MICKLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.633,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 52.8 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: 40.8 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: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $524,000,  Roadway Improvement Cost: $307,000,  Total Project Cost: $830,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 1070971,  Location: 3.8 MI S JCT I88 & SH 145 (Lat: 42.667917,  Lng: -74.489436),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 628 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 634 (year 2039),  Design Load: HS 20,  Features Intersected: CR1-MINERL SPR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.9m (163.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,008,000,  Roadway Improvement Cost: $1,176,000,  Total Project Cost: $3,184,000 ( 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: 1070972,  Location: 1.2 MI S JCT SH 10 & SH 1 (Lat: 42.667844,  Lng: -74.488828),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 4,770 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 6,274 (year 2040),  Design Load: HS 20,  Features Intersected: CR1-MINERL SPR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.258,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,720,000,  Roadway Improvement Cost: $1,007,000,  Total Project Cost: $2,727,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1070981,  Location: 3.2 MI W JCT I88 & SH 145 (Lat: 42.671750,  Lng: -74.481453),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 4,506 (year 2009),  Truck Traffic: 28%,  Design Load: HS 20,  Features Intersected: SOUTH GRAND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.014,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,433,000,  Roadway Improvement Cost: $839,000,  Total Project Cost: $2,272,000 ( 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: 1070982,  Location: 3.2 MI W JCT I88 & SH 145 (Lat: 42.671419,  Lng: -74.481239),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 4,770 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 6,274 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH GRAND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.014,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,302,000,  Roadway Improvement Cost: $763,000,  Total Project Cost: $2,065,000 ( 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: 1070991,  Location: 1.9 MI W JCT I88&RTE 145 (Lat: 42.673047,  Lng: -74.454986),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 4,506 (year 2009),  Truck Traffic: 28%,  Average Future Daily Traffic: 6,308 (year 2029),  Design Load: HS 20,  Features Intersected: BORST NOBLE ROAD, BORST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.219,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.27m (20.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,238,000,  Roadway Improvement Cost: $1,310,000,  Total Project Cost: $3,548,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1070992,  Location: 1.9MI W JCT I88 & RTE 145 (Lat: 42.672683,  Lng: -74.454728),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 4,770 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 6,274 (year 2040),  Design Load: HS 20,  Features Intersected: BORST NOBLE ROAD, BORST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.235,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.24m (20.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,191,000,  Roadway Improvement Cost: $1,283,000,  Total Project Cost: $3,473,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1071001,  Location: JCT I88 & RTE145 (Lat: 42.678922,  Lng: -74.418633),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 4,506 (year 2009),  Truck Traffic: 28%,  Average Future Daily Traffic: 6,308 (year 2029),  Design Load: HS 20,  Features Intersected: RTE 145
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.308,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.48m (17.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,067,000,  Roadway Improvement Cost: $1,211,000,  Total Project Cost: $3,278,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1071002,  Location: JCT I88 & RTE145 (Lat: 42.678658,  Lng: -74.418197),  Route carried "on" structure: Interstate 88,  Year Built: 1980,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 4,770 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 6,274 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 145
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.292,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  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: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.87m (15.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,925,000,  Roadway Improvement Cost: $1,127,000,  Total Project Cost: $3,053,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 107998,  Location: 145 145 95031239 (Lat: 42.697789,  Lng: -74.499750),  Route carried "on" structure: State highway 145,  Year Built: 2017,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,389 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,902 (year 2040),  Design Load: HL 93,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 38.552,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 76.2 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $188,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $297,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 22285,  Location: 3 MI EAST OF COBLESKILL (Lat: 42.686889,  Lng: -74.425789),  Route carried "on" structure: Other road ,  Year Built: 2018,  Status: Open,  Structure Length: 3.66m (12.01ft),  Truck Traffic: 7%,  Features Intersected: COBLESKILL CREEK,  Facility Carried by Structure: SHADY TREE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 98.4 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: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $2,681,000,  Roadway Improvement Cost: $1,570,000,  Total Project Cost: $4,252,000 ( 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: 222862,  Location: 2.0 MI SW OF COBLESKILL (Lat: 42.668281,  Lng: -74.521300),  Route carried "on" structure: Other road ,  Year Built: 1974,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 92 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 129 (year 2037),  Design Load: HS 20,  Features Intersected: WEST CREEK,  Facility Carried by Structure: PATRICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $271,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $429,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 226354,  Location: VILLAGE OF COBLESKILL (Lat: 42.675700,  Lng: -74.485153),  Route carried "on" structure: Other road ,  Year Built: 1924,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,403 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,964 (year 2037),  Features Intersected: MILL CREEK,  Facility Carried by Structure: MAC ARTHUR AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $340,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 226355,  Location: VILLAGE OF COBLESKILL (Lat: 42.676378,  Lng: -74.485433),  Route carried "on" structure: Other road ,  Year Built: 1924,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 131 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 183 (year 2040),  Features Intersected: MILL CREEK,  Facility Carried by Structure: RAILROAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: 0.83m (2.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $212,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $336,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 226378,  Location: VILLAGE OF COBLESKILL (Lat: 42.679583,  Lng: -74.488225),  Route carried "on" structure: Other road ,  Year Built: 1968,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 112 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 157 (year 2037),  Features Intersected: MILL CREEK,  Facility Carried by Structure: CLINTON CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 75.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $548,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 226379,  Location: VILLAGE OF COBLESKILL (Lat: 42.676622,  Lng: -74.484533),  Route carried "on" structure: Other road ,  Year Built: 1930,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 131 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 183 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SOUTH GRAND ST,  Facility Carried by Structure: RAILROAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $399,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $633,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 322851,  Location: VILLAGE OF COBLESKILL (Lat: 42.672553,  Lng: -74.481967),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 1,942 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,402 (year 2040),  Design Load: HS 20,  Features Intersected: COBLESKILL CREEK,  Facility Carried by Structure: SOUTH GRAND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  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: 41.1m (134.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 62.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,044,000,  Roadway Improvement Cost: $612,000,  Total Project Cost: $1,656,000 ( 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: 335495,  Location: HAMLET OF VINTONTON (Lat: 42.609686,  Lng: -74.474306),  Route carried "on" structure: County highway ,  Year Built: 1939,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 234 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 328 (year 2039),  Features Intersected: HOUSE CREEK,  Facility Carried by Structure: WEST FULTON RD C4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.537,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $669,000,  Roadway Improvement Cost: $392,000,  Total Project Cost: $1,060,000 ( 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: 335496,  Location: 5.1 MI S OF COBLESKILL (Lat: 42.626547,  Lng: -74.467008),  Route carried "on" structure: County highway ,  Year Built: 1939,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 234 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 328 (year 2039),  Features Intersected: HOUSE CREEK,  Facility Carried by Structure: WEST FULTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.564,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $449,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $713,000 ( 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: 335504,  Location: 3 MI E OF COBLESKILL (Lat: 42.687742,  Lng: -74.426025),  Route carried "on" structure: County highway ,  Year Built: 1937,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 318 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 386 (year 2040),  Design Load: H 15,  Features Intersected: TRB COBLESKILL CK,  Facility Carried by Structure: BARNERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.650,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  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: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $595,000 ( 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: 335505,  Location: VILLAGE OF COBLESKILL (Lat: 42.677339,  Lng: -74.486006),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.91m (2.99ft),  Truck Traffic: 7%,  Features Intersected: MILL CREEK,  Facility Carried by Structure: PARK PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $531,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 335509,  Location: 2 MI SW OF COBLESKILL (Lat: 42.662872,  Lng: -74.511806),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 1,777 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,488 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: WEST CREEK,  Facility Carried by Structure: CR23A WARNERVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Inventory Rating: 78.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,626,000,  Roadway Improvement Cost: $952,000,  Total Project Cost: $2,578,000 ( 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: 33551,  Location: 1.7 mi SW of Cobleskill (Lat: 42.660194,  Lng: -74.507556),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 1,777 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,488 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: COBLESKILL CREEK,  Facility Carried by Structure: CR23A WARNERVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: Very good,  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,013,000,  Roadway Improvement Cost: $593,000,  Total Project Cost: $1,607,000 ( 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: 10702,  Location: 2 MILES SW OF COBLESKILL (Lat: 42.654453,  Lng: -74.509253),  Route carried "under" structure: Interstate 88,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 6,227 (year 2008),  Features Intersected: 88I 88I95071068WB, RTE I,  Facility Carried by Structure: RTE 992L
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.290,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

Find on map >>   Show street view

Structure Number: 1070211,  Location: 2 MILES SW OF COBLESKILL (Lat: 42.658281,  Lng: -74.502844),  Route carried "under" structure: Alternate County highway ,  Year Built: 1980,  Structure Length: 0. m,  Features Intersected: W FULTON RD CR 4,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

Find on map >>   Show street view

Structure Number: 1070212,  Location: 2 MILES SW OF COBLESKILL (Lat: 42.657981,  Lng: -74.502669),  Route carried "under" structure: Alternate County highway ,  Year Built: 1980,  Structure Length: 0. m,  Features Intersected: W FULTON RD CR 4,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

Find on map >>   Show street view

Structure Number: 1070971,  Location: 3.8 MI S JCT I88 & SH 145 (Lat: 42.667917,  Lng: -74.489436),  Route carried "under" structure: County highway ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 525 (year 2016),  Truck Traffic: 5%,  Features Intersected: CR1-MINERL SPR RD,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.9m (163.7ft)

Find on map >>   Show street view

Structure Number: 1070972,  Location: 1.2 MI S JCT SH 10 & SH 1 (Lat: 42.667844,  Lng: -74.488828),  Route carried "under" structure: County highway ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 525 (year 2016),  Truck Traffic: 5%,  Features Intersected: CR1-MINERL SPR RD,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 1.480,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

Find on map >>   Show street view

Structure Number: 1070981,  Location: 3.2 MI W JCT I88 & SH 145 (Lat: 42.671750,  Lng: -74.481453),  Route carried "under" structure: Alternate Other road ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 971 (year 2016),  Truck Traffic: 4%,  Features Intersected: SOUTH GRAND ST,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)

Find on map >>   Show street view

Structure Number: 1070982,  Location: 3.2 MI W JCT I88 & SH 145 (Lat: 42.671419,  Lng: -74.481239),  Route carried "under" structure: Alternate Other road ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 971 (year 2016),  Truck Traffic: 4%,  Features Intersected: SOUTH GRAND ST,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

Find on map >>   Show street view

Structure Number: 1070991,  Location: 1.9 MI W JCT I88&RTE 145 (Lat: 42.673047,  Lng: -74.454986),  Route carried "under" structure: Other road ,  Year Built: 1980,  Structure Length: 0. m,  Features Intersected: BORST NOBLE ROAD, BORST,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

Find on map >>   Show street view

Structure Number: 1070992,  Location: 1.9MI W JCT I88 & RTE 145 (Lat: 42.672683,  Lng: -74.454728),  Route carried "under" structure: Other road ,  Year Built: 1980,  Structure Length: 0. m,  Features Intersected: BORST NOBLE ROAD, BORST,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

Find on map >>   Show street view

Structure Number: 1071001,  Location: JCT I88 & RTE145 (Lat: 42.678922,  Lng: -74.418633),  Route carried "under" structure: State highway 145,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 3,840 (year 1980),  Features Intersected: RTE 145,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 62.590,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.0m (173.9ft)

Find on map >>   Show street view

Structure Number: 1071002,  Location: JCT I88 & RTE145 (Lat: 42.678658,  Lng: -74.418197),  Route carried "under" structure: State highway 145,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 3,840 (year 1980),  Features Intersected: RTE 145,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 62.558,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.9m (153.9ft)

Find on map >>   Show street view

Structure Number: 226379,  Location: VILLAGE OF COBLESKILL (Lat: 42.676622,  Lng: -74.484533),  Route carried "under" structure: Spur Other road ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 35 (year 2009),  Features Intersected: SOUTH GRAND ST,  Facility Carried by Structure: RAILROAD AVENUE
Minimum Vertical Clearance: 3.99m (13.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

Find on map >>   Show street view

Structure Number: 700411,  Location: AT COBLESKILL (Lat: 42.680528,  Lng: -74.469769),  Route carried "under" structure: State highway 7,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 13,252 (year 2009),  Features Intersected: RTE 7,  Facility Carried by Structure: NORFOLK SOUTHERN M
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 16.492,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.1m (65.9ft)

Find on map >>   Show street view

Structure Number: 77146,  Location: AT HOWE CAVERNS (Lat: 42.693903,  Lng: -74.410011),  Route carried "under" structure: County highway ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 356 (year 2020),  Truck Traffic: 9%,  Features Intersected: CR9-BARNERVLLE RD,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 1.303,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.0m (45.9ft)

Find on map >>   Show street view

Structure Number: 771465,  Location: VILLAGE OF COBLESKILL (Lat: 42.676539,  Lng: -74.484481),  Route carried "under" structure: Other road ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 1,563 (year 2020),  Truck Traffic: 5%,  Features Intersected: S. GRAND STREET,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 3.60m (11.81ft),  Kilometerpoint: 0.821,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)