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

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Structure Number: 33102,  Location: .5 MILE SE OF MINAVILLE (Lat: 42.878281,  Lng: -74.211419),  Route carried "on" structure: Other road ,  Year Built: 1936,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 16 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 22 (year 2039),  Features Intersected: S CHUCTANUNDA CK,  Facility Carried by Structure: CEMETERY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  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: 5.0m (16.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 10.4 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: 8.1 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: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $263,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $418,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331022,  Location: 2.5 MI SE OF AMSTERDAM (Lat: 42.915631,  Lng: -74.153347),  Route carried "on" structure: County highway ,  Year Built: 1929,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 215 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 301 (year 2039),  Features Intersected: TERWILLEGER CREEK,  Facility Carried by Structure: CR152 PATTERSONVIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $856,000,  Roadway Improvement Cost: $501,000,  Total Project Cost: $1,358,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331025,  Location: 0.4 MILE N OF CRANESVILLE (Lat: 42.922744,  Lng: -74.131806),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 244 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 254 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: EVAS KILL,  Facility Carried by Structure: CR2 CRANES HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $197,000,  Total Project Cost: $533,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 331026,  Location: .6 MI N OF CRANESVILLE (Lat: 42.925486,  Lng: -74.129931),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 244 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 254 (year 2040),  Design Load: HL 93,  Features Intersected: EVAS KILL,  Facility Carried by Structure: CR2 CRANES HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  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: 63.5 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $530,000,  Roadway Improvement Cost: $310,000,  Total Project Cost: $840,000 ( Estimate for 2021)

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Structure Number: 331027,  Location: .7 MI NE OF CRANESVILLE (Lat: 42.927381,  Lng: -74.128317),  Route carried "on" structure: County highway ,  Year Built: 1900,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 244 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 254 (year 2040),  Features Intersected: EVAS KILL,  Facility Carried by Structure: CR2 CRANES HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 45.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $119,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $189,000 ( Estimate for 2021)

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Structure Number: 331028,  Location: .9 MI NE OF CRANESVILLE (Lat: 42.928464,  Lng: -74.127703),  Route carried "on" structure: County highway ,  Year Built: 1900,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 147 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 206 (year 2037),  Features Intersected: EVAS KILL,  Facility Carried by Structure: CR2 CRANES HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $111,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $177,000 ( Estimate for 2021)

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Structure Number: 4425059,  Location: 0.2 MI S JCT RTS 5 & 30 (Lat: 42.934928,  Lng: -74.193067),  Route carried "on" structure: State highway 30,  Year Built: 1973,  Status: Open,  Structure Length: 28.99m (95.11ft),  Average Daily Traffic: 16,058 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,133 (year 2040),  Design Load: HS 20,  Features Intersected: E.W.ARTERIAL, MOHAWK RIV
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 12.502,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 31 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.9m (35.8ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 76.2m (250.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 92.5 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.98m (95.08ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $11,807,000,  Roadway Improvement Cost: $6,914,000,  Total Project Cost: $18,721,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 442505A,  Location: 02MI S JCT RTS 5+30 (Lat: 42.935742,  Lng: -74.192492),  Route carried "on" structure: Ramp State highway 30,  Year Built: 1973,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 16,058 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,133 (year 2040),  Design Load: HS 20,  Features Intersected: NYS ROUTE 5 EAST BOUND,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.727,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 90.0 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.58m (37.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,900,000,  Roadway Improvement Cost: $1,113,000,  Total Project Cost: $3,012,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 442505B,  Location: 02MI S JCT RTS 5+30 (Lat: 42.935517,  Lng: -74.192142),  Route carried "on" structure: Ramp State highway 30,  Year Built: 1973,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 892 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 896 (year 2040),  Design Load: HS 20,  Features Intersected: E W ARTERIAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Lanes under structure: 2,  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: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 95.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.79m (22.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $950,000,  Roadway Improvement Cost: $556,000,  Total Project Cost: $1,506,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5038799,  Location: 04MI S JCT RTS 5S+160 (Lat: 42.918672,  Lng: -74.177086),  Route carried "on" structure: Interstate 90,  Year Built: 1953,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 23,978 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 26,670 (year 2040),  Design Load: HS 20,  Features Intersected: THAYER RD RTE 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.384,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.23m (13.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,946,000,  Roadway Improvement Cost: $1,725,000,  Total Project Cost: $4,671,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 551578,  Location: 1.5MI SE OF CRANESVILLE (Lat: 42.902542,  Lng: -74.125892),  Route carried "on" structure: County highway ,  Year Built: 1952,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 61 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 85 (year 2038),  Design Load: HS 20,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: BULLS HEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.689,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $974,000,  Roadway Improvement Cost: $570,000,  Total Project Cost: $1,544,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 551579,  Location: 0.8MI SW OF CRAHESVILLE (Lat: 42.910939,  Lng: -74.145733),  Route carried "on" structure: County highway ,  Year Built: 1953,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 215 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 301 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: PATTERSONVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.1 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.77m (28.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,396,000,  Roadway Improvement Cost: $817,000,  Total Project Cost: $2,213,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 55158,  Location: 1.3 MI W OF CRANESVILLE (Lat: 42.913031,  Lng: -74.153758),  Route carried "on" structure: Interstate 90,  Year Built: 1952,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 23,978 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 26,670 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TERWILLEGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.395,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 115.5m (378.9ft)

Condition: Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 83.2 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,132,000,  Roadway Improvement Cost: $2,419,000,  Total Project Cost: $6,551,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551581,  Location: 1.4 MI W OF CRANESVILLE (Lat: 42.913239,  Lng: -74.154544),  Route carried "on" structure: Interstate 90,  Year Built: 1953,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 23,978 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 26,670 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LANGLEY RD-CR 149
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.331,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 34.6m (113.5ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.1 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,236,000,  Roadway Improvement Cost: $1,309,000,  Total Project Cost: $3,545,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551582,  Location: AT S END OF AMSTERDAM (Lat: 42.922850,  Lng: -74.196489),  Route carried "on" structure: Ramp Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 3,377 (year 2018),  Truck Traffic: 28%,  Average Future Daily Traffic: 3,890 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: AMSTERDAM INTERCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 56.4 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: 42.8 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,750,000,  Roadway Improvement Cost: $1,025,000,  Total Project Cost: $2,775,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 551583,  Location: 1 MI W I-90 EXIT 27 (Lat: 42.927403,  Lng: -74.217692),  Route carried "on" structure: Interstate 90,  Year Built: 1952,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 19,863 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 22,093 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: S CHUCTANUNDA CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.941,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 77.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,519,000,  Roadway Improvement Cost: $889,000,  Total Project Cost: $2,408,000 ( Estimate for 2021)

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Structure Number: 551584,  Location: 1.3 MI W I-90 INT 27 (Lat: 42.929114,  Lng: -74.225653),  Route carried "on" structure: County highway ,  Year Built: 1953,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 213 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 298 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, 90IX,  Facility Carried by Structure: SNOOKS CORNERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.492,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.52m (24.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $703,000,  Total Project Cost: $1,903,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100295,  Location: 0.9 MI W JCT RTS 5S & 30 (Lat: 42.933975,  Lng: -74.214803),  Route carried "under" structure: ServiceCity street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 156 (year 2018),  Truck Traffic: 7%,  Features Intersected: FLORIDA AVENUE, SO CHUCT,  Facility Carried by Structure: RTE 5S
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 100296,  Location: 1.0 MI W JCT RTS 5S & 160 (Lat: 42.928342,  Lng: -74.198450),  Route carried "under" structure: State highway 30,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 1977),  Features Intersected: 30 2504 2004 Northbound,  Facility Carried by Structure: RTE 5S
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 11.730,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 102105,  Location: IN SOUTH AMSTERDAM (Lat: 42.923986,  Lng: -74.201797),  Route carried "under" structure: Interstate 90,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 11,700 (year 1975),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: RTE 30
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 279.741,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 102106,  Location: 0.3 MI N JCT RTS 5S & 30 (Lat: 42.930683,  Lng: -74.196833),  Route carried "under" structure: State highway 30,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 18,770 (year 2012),  Features Intersected: 30 NB 30 25042006, RTE 3,  Facility Carried by Structure: GRIEME AVE
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 11.842,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 1021079,  Location: .5 MI N JCT SH 5S & SH 30 (Lat: 42.933056,  Lng: -74.195050),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2011),  Features Intersected: RECREATION TRAIL, CLEVEL,  Facility Carried by Structure: RTE 30
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 102108,  Location: .6 MI N JCT SH 5S & SH 3 (Lat: 42.933744,  Lng: -74.195317),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2013),  Features Intersected: MINAVILLE STREET,  Facility Carried by Structure: RTE 30
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 12.1m (39.7ft)

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Structure Number: 105189,  Location: JCT OF RTS 67+30 (Lat: 42.940486,  Lng: -74.189333),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 1971),  Features Intersected: RTE 67, SCHULER ST, CHUC,  Facility Carried by Structure: RTE 30
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 105189,  Location: JCT OF RTS 67+30 (Lat: 42.940486,  Lng: -74.189333),  Route carried "under" structure: State highway 67,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 1970),  Features Intersected: RTE 67, SCHULER ST, CHUC,  Facility Carried by Structure: RTE 30
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 3.926,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 106885,  Location: 0.3 MI NW JCT RT30&MOHK R (Lat: 42.937944,  Lng: -74.195194),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Features Intersected: PEARL STREET,  Facility Carried by Structure: RAMP NY 5 EB TO NY
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 227109,  Location: 500 feet East of Route 30 (Lat: 42.934728,  Lng: -74.190950),  Route carried "under" structure: State highway ,  Year Built: 1999,  Structure Length: 0. m,  Features Intersected: Ramp from NY30NB, Front,  Facility Carried by Structure: Pedestrian Walkway
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 55.334,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 4425059,  Location: 0.2 MI S JCT RTS 5 & 30 (Lat: 42.934928,  Lng: -74.193067),  Route carried "under" structure: State highway ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2021),  Features Intersected: E.W.ARTERIAL, MOHAWK RIV,  Facility Carried by Structure: RTE 30
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 54.642,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 76.2m (250.0ft)

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Structure Number: 442505A,  Location: 02MI S JCT RTS 5+30 (Lat: 42.935742,  Lng: -74.192492),  Route carried "under" structure: State highway ,  Year Built: 1973,  Structure Length: 0. m,  Features Intersected: NYS ROUTE 5 EAST BOUND,,  Facility Carried by Structure: RTE 30
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 442505B,  Location: 02MI S JCT RTS 5+30 (Lat: 42.935517,  Lng: -74.192142),  Route carried "under" structure: State highway ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 9,050 (year 1984),  Features Intersected: E W ARTERIAL,  Facility Carried by Structure: RTE 30
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 54.642,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 5038799,  Location: 04MI S JCT RTS 5S+160 (Lat: 42.918672,  Lng: -74.177086),  Route carried "under" structure: County highway ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 2013),  Truck Traffic: 5%,  Features Intersected: THAYER RD RTE 16,  Facility Carried by Structure: RTE 90I
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 3.701,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 551578,  Location: 1.5MI SE OF CRANESVILLE (Lat: 42.902542,  Lng: -74.125892),  Route carried "under" structure: Interstate 90,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 17,300 (year 2021),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: BULLS HEAD ROAD
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 273.047,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 551579,  Location: 0.8MI SW OF CRAHESVILLE (Lat: 42.910939,  Lng: -74.145733),  Route carried "under" structure: Interstate 90,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 23,978 (year 2020),  Truck Traffic: 28%,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: PATTERSONVILLE RD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 56.959,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 551581,  Location: 1.4 MI W OF CRANESVILLE (Lat: 42.913239,  Lng: -74.154544),  Route carried "under" structure: County highway ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 61 (year 2010),  Truck Traffic: 8%,  Features Intersected: LANGLEY RD-CR 149,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 7.241,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: 551582,  Location: AT S END OF AMSTERDAM (Lat: 42.922850,  Lng: -74.196489),  Route carried "under" structure: Interstate 90,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 27,695 (year 2014),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: AMSTERDAM INTERCH
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 279.306,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 551584,  Location: 1.3 MI W I-90 INT 27 (Lat: 42.929114,  Lng: -74.225653),  Route carried "under" structure: Interstate ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 12,024 (year 1977),  Features Intersected: 90IX EB, 90IX,  Facility Carried by Structure: SNOOKS CORNERS RD
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 281.768,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 700256,  Location: 10MI E JCT RTS 5+30 (Lat: 42.924128,  Lng: -74.165392),  Route carried "under" structure: State highway 5,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 8,200 (year 1977),  Features Intersected: RTE 5,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.9m (81.7ft)