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

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Structure Number: 100749,  Location: .1 MI S JCT 9W + 23 (Lat: 42.231744,  Lng: -73.869942),  Route carried "on" structure: US 9W,  Year Built: 1933,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 11,885 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,437 (year 2040),  Design Load: H 20,  Features Intersected: HANS VOSEN KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.663,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,465,000,  Roadway Improvement Cost: $858,000,  Total Project Cost: $2,322,000 ( Estimate for 2021)

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Structure Number: 1007501,  Location: JCT RTS 9W & 23 (Lat: 42.231647,  Lng: -73.869806),  Route carried "on" structure: State highway 23,  Year Built: 1968,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 5,748 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,774 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 9W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.503,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.43m (24.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,664,000,  Roadway Improvement Cost: $975,000,  Total Project Cost: $2,639,000 ( 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: 1007502,  Location: JCT RTS 9W & 23 (Lat: 42.231486,  Lng: -73.869836),  Route carried "on" structure: State highway 23,  Year Built: 1968,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 5,748 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,774 (year 2040),  Design Load: H 20,  Features Intersected: RTE 9W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.519,  Lanes on structure: 2,  Lanes under structure: 4,  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: 28.3m (92.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.25m (23.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,728,000,  Roadway Improvement Cost: $1,012,000,  Total Project Cost: $2,740,000 ( 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: 1017781,  Location: JCT RT 23 & I87 (Lat: 42.244319,  Lng: -73.891439),  Route carried "on" structure: State highway 23,  Year Built: 1968,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 5,216 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,336 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87IX NB, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.041,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,246,000,  Roadway Improvement Cost: $729,000,  Total Project Cost: $1,975,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1017782,  Location: JCT RT 23 & I87 (Lat: 42.244422,  Lng: -73.891314),  Route carried "on" structure: State highway 23,  Year Built: 1968,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 5,216 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,336 (year 2040),  Features Intersected: 87IX NB, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.041,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,246,000,  Roadway Improvement Cost: $729,000,  Total Project Cost: $1,975,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1017799,  Location: 0.4 MI SE JCT RT 23 & I87 (Lat: 42.239667,  Lng: -73.887578),  Route carried "on" structure: State highway 23,  Year Built: 1968,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 11,495 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,549 (year 2040),  Design Load: H 20,  Features Intersected: RTE 911V
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.653,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,361,000,  Roadway Improvement Cost: $1,968,000,  Total Project Cost: $5,330,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1017809,  Location: 0.7 MI SE JCT RT 23 & I87 (Lat: 42.237808,  Lng: -73.883700),  Route carried "on" structure: State highway 23,  Year Built: 1968,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 11,495 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,549 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BROOKS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.055,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.0 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: 44.1 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.29m (14.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,322,000,  Roadway Improvement Cost: $1,360,000,  Total Project Cost: $3,682,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 320068,  Location: 3 MI.W.VILL.OF CATSKILL (Lat: 42.218808,  Lng: -73.917431),  Route carried "on" structure: Other road ,  Year Built: 2017,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 177 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 248 (year 2033),  Features Intersected: KAATERSKILL CREEK,  Facility Carried by Structure: CAUTERSKILL ROAD
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 6.935,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $1,486,000,  Roadway Improvement Cost: $870,000,  Total Project Cost: $2,356,000 ( 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: 330282,  Location: 2.5 MI W VILL OF CATSKILL (Lat: 42.220378,  Lng: -73.900497),  Route carried "on" structure: County highway ,  Year Built: 1991,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 886 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,240 (year 2036),  Design Load: HL 93,  Features Intersected: KAATERSKILL CREEK,  Facility Carried by Structure: COUNTY ROAD 47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.961,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Good,  Channel: Fair,  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: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $1,903,000,  Roadway Improvement Cost: $1,114,000,  Total Project Cost: $3,017,000 ( 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: 5513199,  Location: 1.5 MI W VILLAGE CATSKILL (Lat: 42.217792,  Lng: -73.914497),  Route carried "on" structure: Interstate 87,  Year Built: 1955,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 18.41m (60.40ft),  Average Daily Traffic: 26,854 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 31,983 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CAUTERSKILL ROAD, KAATER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.463,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.40m (60.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $47,458,000,  Roadway Improvement Cost: $27,791,000,  Total Project Cost: $75,249,000 ( 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: 55132,  Location: 1.5 MI NW VILL CATSKILL (Lat: 42.236231,  Lng: -73.901492),  Route carried "on" structure: County highway ,  Year Built: 1953,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 886 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,240 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: 87IX SB, RTE 87I,  Facility Carried by Structure: OLD KINGS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.907,  Lanes on structure: 2,  Lanes under structure: 4,  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 or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Serious,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,463,000,  Roadway Improvement Cost: $857,000,  Total Project Cost: $2,319,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5513219,  Location: .5 MI S EXIT 21 OF I90 (Lat: 42.243200,  Lng: -73.892819),  Route carried "on" structure: Interstate 87,  Year Built: 1955,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 22.31m (73.20ft),  Average Daily Traffic: 26,854 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 31,983 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CATSKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.826,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 84.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.31m (73.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $56,661,000,  Roadway Improvement Cost: $33,180,000,  Total Project Cost: $89,841,000 ( 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: 551322,  Location: AT INT 21 NYS THRUWAY (Lat: 42.247656,  Lng: -73.887314),  Route carried "on" structure: County highway ,  Year Built: 1952,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 1,571 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,489 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87!X Northbound, RTE I87,  Facility Carried by Structure: CR 23B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.3 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: 44.1 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: 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: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,293,000,  Roadway Improvement Cost: $1,343,000,  Total Project Cost: $3,636,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5513249,  Location: 1.5 MI NE JCT RTS 23 (Lat: 42.257444,  Lng: -73.879292),  Route carried "on" structure: Interstate 87,  Year Built: 1955,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 26,034 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 31,006 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LEEDS ATHENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.902,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 38.3m (125.7ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.3 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,585,000,  Roadway Improvement Cost: $1,514,000,  Total Project Cost: $4,099,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric