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

Find on map >>

Structure Number: 100669,  Location: RTE 9N 2.3 MI N GRNFLD C (Lat: 43.158747,  Lng: -73.858619),  Route carried "on" structure: State highway 9N,  Year Built: 1934,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,119 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,779 (year 2027),  Design Load: H 20,  Features Intersected: KAYADEROSSERAS CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.716,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.4 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $234,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 220272,  Location: 4.5 MI NW SARATOGA SPRING (Lat: 43.150614,  Lng: -73.888169),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 350 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 459 (year 2021),  Design Load: HS 25,  Features Intersected: S BR KAYADERSS.CK,  Facility Carried by Structure: ALLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.96m (3.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $199,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>

Structure Number: 225999,  Location: CITY OF SARATOGA SPRINGS (Lat: 43.100192,  Lng: -73.792272),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 262 ,  Features Intersected: DELAWARE & HUDSON,  Facility Carried by Structure: CLINTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $376,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 330416,  Location: .5 MI SW MIDDLE GROVE (Lat: 43.085283,  Lng: -73.922847),  Route carried "on" structure: County highway ,  Year Built: 1930,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 1 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 1 (year 2025),  Design Load: HS 20,  Features Intersected: KAYADEROSSERAS CK,  Facility Carried by Structure: CR21MIDDLE GRV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 88.9 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $384,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $613,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 33042,  Location: 3.5 MI E LAKE DESOLATION (Lat: 43.137928,  Lng: -73.877708),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 894 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,173 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: KAYADEROSSERAS CK,  Facility Carried by Structure: BOCKES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $34,628,000,  Roadway Improvement Cost: $23,385,000,  Total Project Cost: $58,013,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 330453,  Location: 2.0 MI W GREENFIELD CTR (Lat: 43.126144,  Lng: -73.892031),  Route carried "on" structure: County highway ,  Year Built: 1937,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,398 (year 2001),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,591 (year 2021),  Design Load: HS 20,  Features Intersected: KAYADEROSSERAS CK,  Facility Carried by Structure: COUNTY ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $371,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 330454,  Location: 3.3 ML N ROCK CITY FALLS (Lat: 43.108047,  Lng: -73.906406),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 377 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 495 (year 2017),  Design Load: H 20,  Features Intersected: KAYADEROSSERAS CK,  Facility Carried by Structure: SAND HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 78.0 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $371,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 330455,  Location: .5 MI NW MIDDLE GROVE (Lat: 43.091486,  Lng: -73.921292),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 1 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 1 (year 2025),  Design Load: H 20,  Features Intersected: KAYADEROSSERAS CK,  Facility Carried by Structure: CR12 L DESOLA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.8 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: 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 minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $291,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 336418,  Location: 4 MI NW SARATOGA SPRINGS (Lat: 43.166881,  Lng: -73.855319),  Route carried "on" structure: County highway ,  Year Built: 1938,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,141 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,497 (year 2021),  Design Load: HS 20,  Features Intersected: KAYADEROSSERAS CK,  Facility Carried by Structure: SPIER FALLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 78.0 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: Better than present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $171,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $273,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 700668,  Location: RTE 9N 1.9 MI N GRNFLD C (Lat: 43.152794,  Lng: -73.855111),  Route carried "under" structure: Alternate State highway 9N,  Year Built: 1939,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 6,119 (year 2007),  Truck Traffic: 9%,  Features Intersected: RTE 9N,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 7.385,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Slab,  Length of Maximum Span: 20.4m (66.9ft)