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

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Structure Number: 100757,  Location: 1 MI S.JCT 9W < 396 (Lat: 42.534075,  Lng: -73.805819),  Route carried "on" structure: US 9W,  Year Built: 1976,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 6,265 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,294 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANS/C P RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.335,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.85m (22.47ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,781,000,  Roadway Improvement Cost: $2,800,000,  Total Project Cost: $7,581,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100758,  Location: 0.9 MI N JCT RTS 9W & 396 (Lat: 42.560164,  Lng: -73.807753),  Route carried "on" structure: US 9W,  Year Built: 1941,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 7,488 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,523 (year 2040),  Features Intersected: VLOMAN KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.295,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.4 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 minimum 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: 5.02m (16.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,186,000,  Roadway Improvement Cost: $694,000,  Total Project Cost: $1,880,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100759,  Location: JCT RTS 9W & 32 (Lat: 42.616528,  Lng: -73.785344),  Route carried "on" structure: State highway 32,  Year Built: 1963,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 8,707 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,089 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 9W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.387,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,363,000,  Roadway Improvement Cost: $798,000,  Total Project Cost: $2,160,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 102242,  Location: 2.0 MI SW JT RT 32 & 910A (Lat: 42.580439,  Lng: -73.872056),  Route carried "on" structure: State highway 32,  Year Built: 2000,  Status: Open,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 7,067 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,743 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.781,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.9 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.63m (34.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,637,000,  Roadway Improvement Cost: $1,544,000,  Total Project Cost: $4,181,000 ( 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: 102243,  Location: 0.9 MI SW JT RT 32 & 910A (Lat: 42.588494,  Lng: -73.855281),  Route carried "on" structure: State highway 32,  Year Built: 1937,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,495 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,890 (year 2040),  Features Intersected: VLOMAN KILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.519,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  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: $275,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $436,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102244,  Location: 0.5 MI E JCT RT 9W & 910A (Lat: 42.599569,  Lng: -73.785094),  Route carried "on" structure: State highway 910A,  Year Built: 1952,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 4,845 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,885 (year 2040),  Design Load: HS 20,  Features Intersected: 87IX SB, RTE 87I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.779,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,504,000,  Roadway Improvement Cost: $881,000,  Total Project Cost: $2,385,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 102245,  Location: .1 MI N JCT SH 32 & SH144 (Lat: 42.620228,  Lng: -73.766650),  Route carried "on" structure: State highway 32,  Year Built: 1996,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 7,620 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,256 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NORMANS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.382,  Lanes on 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: 42.6m (139.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.32m (14.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,181,000,  Roadway Improvement Cost: $692,000,  Total Project Cost: $1,873,000 ( 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: 103266,  Location: 0.4 MI NE JCT RTS 85&910E (Lat: 42.647961,  Lng: -73.846006),  Route carried "on" structure: Spur Other road 910E,  Year Built: 2005,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 6,683 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,118 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NORMANS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,383,000,  Roadway Improvement Cost: $810,000,  Total Project Cost: $2,193,000 ( 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: 103812,  Location: 1.6 MI N JCT RT 144 & 396 (Lat: 42.548811,  Lng: -73.769856),  Route carried "on" structure: State highway 144,  Year Built: 1947,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 4,157 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,143 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: VLOMAN KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.249,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.52m (8.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,274,000,  Roadway Improvement Cost: $746,000,  Total Project Cost: $2,021,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 103813,  Location: .5 MI SE JCT SH144 & 910A (Lat: 42.599692,  Lng: -73.768150),  Route carried "on" structure: State highway 144,  Year Built: 1930,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 4,157 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,049 (year 2040),  Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.993,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 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: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $717,000,  Roadway Improvement Cost: $420,000,  Total Project Cost: $1,137,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104748,  Location: 1.4 MI SW JCT 9W < 396 (Lat: 42.538575,  Lng: -73.827775),  Route carried "on" structure: State highway 396,  Year Built: 1977,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,938 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,021 (year 2040),  Design Load: HS 20,  Features Intersected: COEYMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.583,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,445,000,  Roadway Improvement Cost: $846,000,  Total Project Cost: $2,291,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104749,  Location: .7 MI SW JCT US9W & SH396 (Lat: 42.542522,  Lng: -73.816936),  Route carried "on" structure: State highway 396,  Year Built: 1990,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 1,938 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,021 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.505,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 67.1 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.50m (31.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,901,000,  Roadway Improvement Cost: $1,113,000,  Total Project Cost: $3,014,000 ( 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: 104751,  Location: JCT RTE 396 & I87 (Lat: 42.529839,  Lng: -73.785731),  Route carried "on" structure: State highway 396,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 1,385 (year 2019),  Truck Traffic: 27%,  Average Future Daily Traffic: 1,713 (year 2040),  Design Load: HS 20,  Features Intersected: 87IX SB, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.507,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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 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: September 2020,  Bridge Improvement Cost: $2,158,000,  Roadway Improvement Cost: $1,264,000,  Total Project Cost: $3,421,000 ( 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: 106029,  Location: JCT S H 85 & NORMANS KILL (Lat: 42.648508,  Lng: -73.848436),  Route carried "on" structure: State highway 85,  Year Built: 2001,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 18,509 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,595 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NORMANS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.701,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.1m (170.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 83.0 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.42m (17.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,801,000,  Roadway Improvement Cost: $2,812,000,  Total Project Cost: $7,613,000 ( 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: 10603,  Location: JCT.RTES 85<87I S.EXIT 24 (Lat: 42.658242,  Lng: -73.823956),  Route carried "on" structure: State highway 85,  Year Built: 1964,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 14,256 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,323 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87I NB 144.70, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.050,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.0 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: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.76m (22.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,918,000,  Roadway Improvement Cost: $1,123,000,  Total Project Cost: $3,042,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1095909,  Location: .6 MI SE JCT SH85 & SH140 (Lat: 42.627294,  Lng: -73.854161),  Route carried "on" structure: State highway 140,  Year Built: 1969,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 14,532 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,653 (year 2040),  Features Intersected: ALBANY CO. RAIL TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.995,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,809,000,  Roadway Improvement Cost: $1,645,000,  Total Project Cost: $4,454,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 220021,  Location: 1 MI SW OF SELKIRK (Lat: 42.527472,  Lng: -73.819939),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 422 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 591 (year 2040),  Design Load: HL 93,  Features Intersected: COEYMANS CREEK,  Facility Carried by Structure: PICTUAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.384,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Fair,  Operating Rating: 70.6 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: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $876,000,  Roadway Improvement Cost: $513,000,  Total Project Cost: $1,388,000 ( 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: 330101,  Location: 2.4 MILES NW OF SELKIRK (Lat: 42.567486,  Lng: -73.814164),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 297 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 367 (year 2040),  Features Intersected: DOWERS KILL,  Facility Carried by Structure: COUNTY ROAD 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.335,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.4 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: Better than present minimum 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: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $360,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $571,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330102,  Location: .1MI N OF SOUTH BETHLEHEM (Lat: 42.535525,  Lng: -73.840319),  Route carried "on" structure: County highway ,  Year Built: 1949,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 781 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,093 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: ONESQUETHAW CRK,  Facility Carried by Structure: SO.ALBANY RD CR53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 56.1 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,232,000,  Roadway Improvement Cost: $722,000,  Total Project Cost: $1,954,000 ( 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: 330104,  Location: 1.1 MI W OF SO BETHLEHEM (Lat: 42.537442,  Lng: -73.868431),  Route carried "on" structure: County highway ,  Year Built: 1934,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 1,039 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,455 (year 2037),  Features Intersected: ONESQUETHAW CREEK,  Facility Carried by Structure: COUNTY ROAD 102
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.544,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $945,000,  Roadway Improvement Cost: $553,000,  Total Project Cost: $1,498,000 ( Estimate for 2021)

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Structure Number: 330105,  Location: 1.8 MI N OF SELKIRK (Lat: 42.558808,  Lng: -73.809658),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 2,208 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 2,731 (year 2040),  Features Intersected: VLOMAN KILL,  Facility Carried by Structure: COUNTY ROAD 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.792,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 75.1 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 desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $295,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $468,000 ( Estimate for 2021)

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Structure Number: 336361,  Location: 2.2 MI N OF SO BETHLEHEM (Lat: 42.565431,  Lng: -73.829975),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 2,208 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 2,731 (year 2040),  Features Intersected: VLOMAN KILL,  Facility Carried by Structure: COUNTY ROAD 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.974,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 75.8 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $322,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $510,000 ( Estimate for 2021)

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Structure Number: 5053419,  Location: EXIT 24 THRUWAY & RTE 9W (Lat: 42.620156,  Lng: -73.780497),  Route carried "on" structure: Interstate 87,  Year Built: 1952,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 37,550 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 59,505 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 9W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.198,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: $4,793,000,  Roadway Improvement Cost: $2,807,000,  Total Project Cost: $7,599,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5513491,  Location: Exit 22 of 87IX (Lat: 42.534250,  Lng: -73.783925),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 18,775 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,752 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RAMP INT 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.512,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,333,000,  Roadway Improvement Cost: $780,000,  Total Project Cost: $2,113,000 ( 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: 5513492,  Location: EXIT 22 OF I90 (Lat: 42.534303,  Lng: -73.784244),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 23,062 (year 2014),  Truck Traffic: 9%,  Design Load: HS 25 or greater,  Features Intersected: RAMP INT 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.102,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,615,000,  Roadway Improvement Cost: $946,000,  Total Project Cost: $2,561,000 ( 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: 55135,  Location: .49 MI NW INT 22 ON I87 (Lat: 42.541275,  Lng: -73.782708),  Route carried "on" structure: Other road ,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 1,207 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,690 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: BEAVER DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.6 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: Equal to present minimum criteria,  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: May 2021,  Bridge Improvement Cost: $1,604,000,  Roadway Improvement Cost: $939,000,  Total Project Cost: $2,544,000 ( 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: 5513511,  Location: 1.2 MI NW INT22 ON I87 (Lat: 42.551192,  Lng: -73.782336),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 13.93m (45.70ft),  Average Daily Traffic: 18,775 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,752 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX TRANSPRTATION, VLOMA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.362,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.92m (45.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,997,000,  Roadway Improvement Cost: $2,926,000,  Total Project Cost: $7,923,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5513512,  Location: 1.2 MI NW INT 22 ON I87 (Lat: 42.551486,  Lng: -73.782708),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 23,062 (year 2014),  Truck Traffic: 9%,  Design Load: HS 25 or greater,  Features Intersected: CSX TRANSPRTATION, VLOMA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.033,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.1 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: 31.8 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.49m (40.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,565,000,  Roadway Improvement Cost: $2,673,000,  Total Project Cost: $7,238,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 551352,  Location: 1.8 MI NW EXIT 22 OF I90 (Lat: 42.558858,  Lng: -73.787006),  Route carried "on" structure: Other road ,  Year Built: 1954,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 348 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 487 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: CLAPPER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.33m (20.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,358,000,  Roadway Improvement Cost: $795,000,  Total Project Cost: $2,153,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 551353,  Location: 3.11MI NW INT22 ON I87 (Lat: 42.578003,  Lng: -73.788003),  Route carried "on" structure: Other road ,  Year Built: 1954,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 956 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,182 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87IX SB, RTE 87I,  Facility Carried by Structure: WEMPLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.3 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 minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.79m (22.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,454,000,  Roadway Improvement Cost: $852,000,  Total Project Cost: $2,306,000 ( 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: 55136,  Location: 3.46MI NW INT 23 ON I87 (Lat: 42.665483,  Lng: -73.832822),  Route carried "on" structure: County highway ,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 1,341 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,659 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.43m (24.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,479,000,  Roadway Improvement Cost: $866,000,  Total Project Cost: $2,344,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 100759,  Location: JCT RTS 9W & 32 (Lat: 42.616528,  Lng: -73.785344),  Route carried "under" structure: US 9W,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 26,008 (year 1999),  Features Intersected: RTE 9W,  Facility Carried by Structure: RTE 32
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 18.375,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 102244,  Location: 0.5 MI E JCT RT 9W & 910A (Lat: 42.599569,  Lng: -73.785094),  Route carried "under" structure: Interstate 87,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 20,432 (year 1988),  Features Intersected: 87IX SB, RTE 87I,  Facility Carried by Structure: RTE 910A
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 224.520,  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: 19.2m (63.0ft)

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Structure Number: 104751,  Location: JCT RTE 396 & I87 (Lat: 42.529839,  Lng: -73.785731),  Route carried "under" structure: Interstate 87,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 46,124 (year 2014),  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: RTE 396
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 216.587,  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: 23.5m (77.1ft)

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Structure Number: 10603,  Location: JCT.RTES 85<87I S.EXIT 24 (Lat: 42.658242,  Lng: -73.823956),  Route carried "under" structure: Interstate 87,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 10,860 (year 1980),  Features Intersected: 87I NB 144.70, RTE I87,  Facility Carried by Structure: RTE 85
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 232.822,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 5053419,  Location: EXIT 24 THRUWAY & RTE 9W (Lat: 42.620156,  Lng: -73.780497),  Route carried "under" structure: US 9W,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 31,753 (year 2014),  Features Intersected: RTE 9W,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 18.906,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 5513491,  Location: Exit 22 of 87IX (Lat: 42.534250,  Lng: -73.783925),  Route carried "under" structure: Ramp State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 2,408 (year 2016),  Features Intersected: RAMP INT 22,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 217.118,  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: 14.6m (47.9ft)

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Structure Number: 5513492,  Location: EXIT 22 OF I90 (Lat: 42.534303,  Lng: -73.784244),  Route carried "under" structure: Ramp State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 2,408 (year 2016),  Features Intersected: RAMP INT 22,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 217.102,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 55135,  Location: .49 MI NW INT 22 ON I87 (Lat: 42.541275,  Lng: -73.782708),  Route carried "under" structure: Interstate 87,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 22,647 (year 1978),  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: BEAVER DAM ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 217.891,  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: 23.5m (77.1ft)

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Structure Number: 551352,  Location: 1.8 MI NW EXIT 22 OF I90 (Lat: 42.558858,  Lng: -73.787006),  Route carried "under" structure: Interstate 87,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 46,124 (year 2014),  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: CLAPPER RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 219.950,  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: 19.2m (63.0ft)

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Structure Number: 551353,  Location: 3.11MI NW INT22 ON I87 (Lat: 42.578003,  Lng: -73.788003),  Route carried "under" structure: Interstate 87,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 22,647 (year 1978),  Features Intersected: 87IX SB, RTE 87I,  Facility Carried by Structure: WEMPLE ROAD
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 222.106,  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: 20.7m (67.9ft)

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Structure Number: 55136,  Location: 3.46MI NW INT 23 ON I87 (Lat: 42.665483,  Lng: -73.832822),  Route carried "under" structure: Interstate 87,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 34,701 (year 2020),  Truck Traffic: 29%,  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 24.795,  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: 20.1m (65.9ft)

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Structure Number: 70253,  Location: IN ELSMERE (Lat: 42.624819,  Lng: -73.825672),  Route carried "under" structure: State highway 443,  Year Built: 1928,  Structure Length: 0. m,  Average Daily Traffic: 22,200 (year 1978),  Features Intersected: RTE 443,  Facility Carried by Structure: ALBANY COUNTY RAIL
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 35.816,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 703265,  Location: JCT SH 85 & KENWOOD AVE (Lat: 42.629542,  Lng: -73.864300),  Route carried "under" structure: State highway 85,  Year Built: 1912,  Structure Length: 0. m,  Average Daily Traffic: 9,729 (year 1999),  Features Intersected: RTE 85,  Facility Carried by Structure: ALBANY COUNTY RAIL
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 33.387,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 704617,  Location: .1 MI S JCT SH443 & SH335 (Lat: 42.625111,  Lng: -73.820967),  Route carried "under" structure: State highway 335,  Year Built: 1932,  Structure Length: 0. m,  Average Daily Traffic: 5,250 (year 1978),  Features Intersected: RTE 335,  Facility Carried by Structure: ALBANY COUNTY RAIL
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 2.639,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.1m (43.0ft)