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

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Structure Number: 1005249,  Location: JCT RTS 9+376 (Lat: 41.687731,  Lng: -73.931236),  Route carried "on" structure: US 9,  Year Built: 1965,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 35,837 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,555 (year 2040),  Design Load: HS 20,  Features Intersected: ACADEMY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.202,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,729,000,  Roadway Improvement Cost: $2,769,000,  Total Project Cost: $7,498,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1005259,  Location: 0.3 MI N JCT RTS 9+376 (Lat: 41.690911,  Lng: -73.936100),  Route carried "on" structure: US 9,  Year Built: 1965,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 35,837 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,555 (year 2040),  Design Load: HS 20,  Features Intersected: FOX STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.717,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 33.7 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: 26.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $4,295,000,  Roadway Improvement Cost: $2,515,000,  Total Project Cost: $6,810,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 100526,  Location: .7 MI N JCT US 9 & SH 376 (Lat: 41.695858,  Lng: -73.936764),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 2,770 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,427 (year 2040),  Design Load: HS 20,  Features Intersected: 9 9 82052011 NB, RTE 9,  Facility Carried by Structure: COLUMBIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 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: 45.4 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: 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: 2.95m (9.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,049,000,  Roadway Improvement Cost: $1,785,000,  Total Project Cost: $4,834,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1005279,  Location: 0.8 MI N JCT RTS 9+376 (Lat: 41.697442,  Lng: -73.936536),  Route carried "on" structure: US 9,  Year Built: 1965,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 35,837 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,555 (year 2040),  Design Load: HS 20,  Features Intersected: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.505,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,998,000,  Roadway Improvement Cost: $2,341,000,  Total Project Cost: $6,340,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1005281,  Location: 1.0 MI N JCT RTS 9+376 (Lat: 41.700308,  Lng: -73.936794),  Route carried "on" structure: US 9,  Year Built: 1965,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 17,919 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,277 (year 2040),  Design Load: HS 20,  Features Intersected: LAUREL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.811,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.68m (12.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,801,000,  Roadway Improvement Cost: $1,054,000,  Total Project Cost: $2,855,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1005282,  Location: 1.0 MI N JCT RTS 9+376 (Lat: 41.700292,  Lng: -73.936178),  Route carried "on" structure: US 9,  Year Built: 1965,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 17,919 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,277 (year 2040),  Design Load: HS 20,  Features Intersected: LAUREL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.811,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,826,000,  Roadway Improvement Cost: $1,069,000,  Total Project Cost: $2,895,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 100529,  Location: JCT US 9 & US 44 / SH 55 (Lat: 41.702614,  Lng: -73.936031),  Route carried "on" structure: US 44,  Year Built: 1965,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 34,647 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,876 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 94.0 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: 72.6 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,651,000,  Roadway Improvement Cost: $1,552,000,  Total Project Cost: $4,204,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1005301,  Location: 0.2 MI N JCT RTS 9+44+55 (Lat: 41.705628,  Lng: -73.937108),  Route carried "on" structure: US 9,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 15,031 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,204 (year 2040),  Design Load: HS 20,  Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.422,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,233,000,  Roadway Improvement Cost: $1,307,000,  Total Project Cost: $3,540,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1005302,  Location: 0.2 MI N JCT RTS 9+44+55 (Lat: 41.705639,  Lng: -73.936858),  Route carried "on" structure: US 9,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 15,031 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,204 (year 2040),  Design Load: HS 20,  Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.422,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.54m (14.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,217,000,  Roadway Improvement Cost: $1,299,000,  Total Project Cost: $3,516,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1005319,  Location: 0.3 MI N JCT RTS 9+44+55 (Lat: 41.706972,  Lng: -73.937297),  Route carried "on" structure: US 9,  Year Built: 1966,  Status: Open,  Structure Length: 13.75m (45.11ft),  Average Daily Traffic: 30,062 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,408 (year 2040),  Design Load: HS 20,  Features Intersected: RAILROAD PLAZA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.567,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.74m (45.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $10,193,000,  Roadway Improvement Cost: $5,969,000,  Total Project Cost: $16,162,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1005329,  Location: 0.4 MI N JCT RTS 9+44+55 (Lat: 41.708422,  Lng: -73.937517),  Route carried "on" structure: US 9,  Year Built: 1966,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 30,062 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,408 (year 2040),  Design Load: HS 20,  Features Intersected: FALLKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.728,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,629,000,  Roadway Improvement Cost: $2,125,000,  Total Project Cost: $5,755,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 100534,  Location: .7 MI N JCT US9/44 & SH55 (Lat: 41.712222,  Lng: -73.936706),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 1,108 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,370 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 9 9 82052022 SB, RTE 9,  Facility Carried by Structure: HOFFMAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,166,000,  Roadway Improvement Cost: $1,268,000,  Total Project Cost: $3,434,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 100641,  Location: 1 MI N JCT SH 55 & SH 9G (Lat: 41.715811,  Lng: -73.916047),  Route carried "on" structure: State highway 9G,  Year Built: 1995,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,255 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,954 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Hudson Valley Rail Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 69.5m (228.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $6,315,000,  Roadway Improvement Cost: $3,698,000,  Total Project Cost: $10,013,000 ( Estimate for 2021)

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Structure Number: 1069469,  Location: 1 MI E JCT US44 & HUD RVR (Lat: 41.702556,  Lng: -73.920878),  Route carried "on" structure: US 44,  Year Built: 1977,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 37,889 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,067 (year 2040),  Design Load: HS 20,  Features Intersected: FALLKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 78.9m (258.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,762,000,  Roadway Improvement Cost: $1,032,000,  Total Project Cost: $2,793,000 ( Estimate for 2021)

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Structure Number: 106947,  Location: 1.2 MI E JCT 44+HUDSON R (Lat: 41.701692,  Lng: -73.915817),  Route carried "on" structure: US 44,  Year Built: 1977,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 37,889 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,067 (year 2040),  Design Load: HS 20,  Features Intersected: FALL KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.5 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: 57.7 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: 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: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,845,000,  Roadway Improvement Cost: $1,080,000,  Total Project Cost: $2,925,000 ( 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: 226254,  Location: IN THE CITY OF PO:KEEPSIE (Lat: 41.700347,  Lng: -73.937592),  Route carried "on" structure: City street ,  Year Built: 1933,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 738 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,033 (year 2040),  Design Load: H 20,  Features Intersected: MNRR HU LINE,  Facility Carried by Structure: LAUREL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 49.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $2,117,000,  Roadway Improvement Cost: $1,240,000,  Total Project Cost: $3,356,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226255,  Location: CITY OF POUGHKEEPSIE (Lat: 41.705583,  Lng: -73.937922),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 5,767 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,135 (year 2040),  Design Load: HS 20,  Features Intersected: MNRR HUDSON LINE,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.52m (8.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,201,000,  Roadway Improvement Cost: $1,289,000,  Total Project Cost: $3,489,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226258,  Location: IN POUGHKEEPSIE (Lat: 41.708272,  Lng: -73.919286),  Route carried "on" structure: City street ,  Year Built: 1917,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 5,003 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,190 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANS/POUG IT,  Facility Carried by Structure: CLINTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.9 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: 39.2 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,131,000,  Roadway Improvement Cost: $662,000,  Total Project Cost: $1,793,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226264,  Location: IN THE CITY OF PO:KEEPSIE (Lat: 41.709000,  Lng: -73.938881),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,666 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,061 (year 2040),  Design Load: HS 20,  Features Intersected: FALL KILL CREEK,  Facility Carried by Structure: NORTH WATER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 98.9 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,153,000,  Roadway Improvement Cost: $675,000,  Total Project Cost: $1,829,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226265,  Location: IN THE CITY OF PO:KEEPSIE (Lat: 41.708344,  Lng: -73.936581),  Route carried "on" structure: City street ,  Year Built: 1911,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,067 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,494 (year 2040),  Features Intersected: FALL KILL CREEK,  Facility Carried by Structure: DAVIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 12.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $461,000,  Roadway Improvement Cost: $270,000,  Total Project Cost: $731,000 ( Estimate for 2021)

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Structure Number: 226266,  Location: IN POUGHKEEPSIE (Lat: 41.708458,  Lng: -73.935383),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,450 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,031 (year 2040),  Features Intersected: FALL KILL CREEK,  Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.0 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: 36.3 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $804,000,  Roadway Improvement Cost: $471,000,  Total Project Cost: $1,274,000 ( 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: 226267,  Location: IN THE CITY OF PO:KEEPSIE (Lat: 41.709517,  Lng: -73.929331),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 8,753 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,633 (year 2040),  Features Intersected: FALL KILL CREEK,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $514,000,  Roadway Improvement Cost: $301,000,  Total Project Cost: $816,000 ( Estimate for 2021)

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Structure Number: 226268,  Location: IN POUGHKEEPSIE (Lat: 41.710772,  Lng: -73.923828),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,626 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,276 (year 2040),  Design Load: HS 20,  Features Intersected: FALL KILL CREEK,  Facility Carried by Structure: GARDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Fair,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.8 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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,069,000,  Roadway Improvement Cost: $626,000,  Total Project Cost: $1,696,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226269,  Location: IN THE CITY OF PO:KEEPSIE (Lat: 41.708672,  Lng: -73.921831),  Route carried "on" structure: City street ,  Year Built: 1901,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,116 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,562 (year 2040),  Features Intersected: FALL KILL CREEK,  Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $555,000,  Roadway Improvement Cost: $325,000,  Total Project Cost: $880,000 ( Estimate for 2021)

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Structure Number: 22627,  Location: CITY OF POUGHKEEPSIE (Lat: 41.706569,  Lng: -73.924219),  Route carried "on" structure: ServiceCity street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,860 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,775 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FALL KILL CREEK,  Facility Carried by Structure: MANSION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $773,000,  Roadway Improvement Cost: $453,000,  Total Project Cost: $1,225,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226271,  Location: IN POUGHKEEPSIE (Lat: 41.705556,  Lng: -73.923789),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,105 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,367 (year 2040),  Design Load: HS 20,  Features Intersected: FALL KILL CREEK,  Facility Carried by Structure: CATHERINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $844,000,  Roadway Improvement Cost: $494,000,  Total Project Cost: $1,339,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226272,  Location: IN POUGHKEEPSIE (Lat: 41.704458,  Lng: -73.922144),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 7,149 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,845 (year 2040),  Design Load: HS 20,  Features Intersected: FALL KILL CREEK,  Facility Carried by Structure: NORTH HAMILTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,088,000,  Roadway Improvement Cost: $1,223,000,  Total Project Cost: $3,310,000 ( 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: 226273,  Location: IN POUGHKEEPSIE (Lat: 41.701958,  Lng: -73.917581),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 879 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,231 (year 2035),  Design Load: HS 20,  Features Intersected: FALL KILL CREEK,  Facility Carried by Structure: NORTH CHERRY STREE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.6 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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $944,000,  Roadway Improvement Cost: $553,000,  Total Project Cost: $1,497,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226274,  Location: IN POUGHKEEPSIE (Lat: 41.701819,  Lng: -73.914781),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,441 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,417 (year 2040),  Design Load: HS 20,  Features Intersected: FALL KILL CREEK,  Facility Carried by Structure: WHITE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.6 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: 46.0 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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,043,000,  Roadway Improvement Cost: $611,000,  Total Project Cost: $1,654,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226275,  Location: CITY OF POUGHKEEPSIE (Lat: 41.703883,  Lng: -73.912383),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,493 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,084 (year 2040),  Features Intersected: FALL KILL CREEK,  Facility Carried by Structure: MANSION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,052,000,  Roadway Improvement Cost: $616,000,  Total Project Cost: $1,668,000 ( Estimate for 2021)

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Structure Number: 226279,  Location: IN THE CITY OF PO:KEEPSIE (Lat: 41.708736,  Lng: -73.930592),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 693 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 970 (year 2039),  Features Intersected: FALL KILL CREEK,  Facility Carried by Structure: NORTH BRIDGE STREE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $414,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $657,000 ( Estimate for 2021)

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Structure Number: 227054,  Location: 0.7 MI JCT US 9/44 & SH 5 (Lat: 41.712278,  Lng: -73.937336),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 1,296 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,603 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MNRR HU LINE,  Facility Carried by Structure: HOFFMAN STREET
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  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: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,168,000,  Roadway Improvement Cost: $1,270,000,  Total Project Cost: $3,437,000 ( 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: 33436,  Location: AT POUGHKEEPSIE (Lat: 41.714336,  Lng: -73.903939),  Route carried "on" structure: State highway 115,  Year Built: 1940,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 10,476 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,726 (year 2040),  Design Load: H 20,  Features Intersected: FALLKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 94.6 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: 72.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $976,000,  Roadway Improvement Cost: $572,000,  Total Project Cost: $1,548,000 ( 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: 1005249,  Location: JCT RTS 9+376 (Lat: 41.687731,  Lng: -73.931236),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 1973),  Features Intersected: ACADEMY STREET,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 1005259,  Location: 0.3 MI N JCT RTS 9+376 (Lat: 41.690911,  Lng: -73.936100),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Features Intersected: FOX STREET,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 100526,  Location: .7 MI N JCT US 9 & SH 376 (Lat: 41.695858,  Lng: -73.936764),  Route carried "under" structure: US 9,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 40,146 (year 1999),  Features Intersected: 9 9 82052011 NB, RTE 9,  Facility Carried by Structure: COLUMBIA STREET
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 1.802,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 1005279,  Location: 0.8 MI N JCT RTS 9+376 (Lat: 41.697442,  Lng: -73.936536),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1980),  Features Intersected: PINE STREET,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 1005281,  Location: 1.0 MI N JCT RTS 9+376 (Lat: 41.700308,  Lng: -73.936794),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 287 (year 2015),  Truck Traffic: 6%,  Features Intersected: LAUREL STREET,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 1005282,  Location: 1.0 MI N JCT RTS 9+376 (Lat: 41.700292,  Lng: -73.936178),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 287 (year 2015),  Truck Traffic: 6%,  Features Intersected: LAUREL STREET,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 100529,  Location: JCT US 9 & US 44 / SH 55 (Lat: 41.702614,  Lng: -73.936031),  Route carried "under" structure: US 9,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 40,146 (year 1999),  Features Intersected: RTE 9,  Facility Carried by Structure: RTE 44
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 2.558,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 1005301,  Location: 0.2 MI N JCT RTS 9+44+55 (Lat: 41.705628,  Lng: -73.937108),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,884 (year 2019),  Truck Traffic: 3%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1005302,  Location: 0.2 MI N JCT RTS 9+44+55 (Lat: 41.705639,  Lng: -73.936858),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 7,276 (year 2013),  Truck Traffic: 3%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 1005319,  Location: 0.3 MI N JCT RTS 9+44+55 (Lat: 41.706972,  Lng: -73.937297),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 1980),  Features Intersected: RAILROAD PLAZA,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)