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


  • National Bridge Inventory (NBI) Statistics
  • 21Number of bridges
  • 144ft / 43.8mTotal length
  • $54,681,000Total costs
  • 100,280Total average daily traffic
  • 4,481Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Newburgh
  • No street view available for this location

New bridges in Newburgh, NY - historical statistics
  • New bridges - historical statistics
  • 1Before 1900
  • 41900-1909
  • 21910-1919
  • 31920-1929
  • 11930-1939
  • 21950-1959
  • 31960-1969
  • 21970-1979
  • 11990-1999
  • 12010-2019
  • 12020-2022
Reconstructed bridges in Newburgh, NY - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11990-1999
  • 12000-2009
Average Bridge Daily Traffic in Newburgh, NY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 12.5%Excellent
  • 12.5%Good
  • 25.0%Satisfactory
  • 37.5%Fair
  • 12.5%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 11.1%Excellent
  • 11.1%Very good
  • 11.1%Satisfactory
  • 33.3%Fair
  • 22.2%Poor
  • 11.1%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 11.1%Excellent
  • 11.1%Very good
  • 22.2%Satisfactory
  • 33.3%Fair
  • 22.2%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 9.1%Excellent
  • 18.2%Good
  • 9.1%Satisfactory
  • 27.3%Fair
  • 36.4%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Satisfactory
  • 25.0%Poor
  • 25.0%Critical
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Structure Number: 100728,  Location: JCT US 9W & QUASSAICK CRK (Lat: 41.491272,  Lng: -74.021867),  Route carried "on" structure: US 9W,  Year Built: 1952,  Year Reconstructed: 2013,  Status: Posted for load-capacity,  Structure Length: 17.50m (57.41ft),  Average Daily Traffic: 9,504 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,548 (year 2040),  Design Load: H 20,  Features Intersected: CSX TRANS/NWBG IT, QUASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.808,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 34.5 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 17.49m (57.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $11,611,000,  Roadway Improvement Cost: $6,800,000,  Total Project Cost: $18,411,000 ( 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: 101453,  Location: 1.5 MI E JCT RTS 17K+I87 (Lat: 41.502653,  Lng: -74.047800),  Route carried "on" structure: State highway 17K,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 14,026 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,091 (year 2040),  Design Load: H 20,  Features Intersected: QUASSAIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.886,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,591,000,  Roadway Improvement Cost: $931,000,  Total Project Cost: $2,522,000 ( Estimate for 2021)
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Structure Number: 105018,  Location: IN CITY OF NEWBURGH (Lat: 41.507342,  Lng: -74.017728),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 1,512 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,870 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH STREET,  Facility Carried by Structure: CARPENTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,420,000,  Roadway Improvement Cost: $1,417,000,  Total Project Cost: $3,838,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 10504,  Location: 0. MIEJCTRTS9W+94 RIV RD (Lat: 41.488258,  Lng: -74.009556),  Route carried "on" structure: State highway 967,  Year Built: 1929,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 10,832 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,158 (year 2040),  Design Load: HS 20,  Features Intersected: QUASSAIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.462,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $915,000,  Roadway Improvement Cost: $536,000,  Total Project Cost: $1,451,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 202226,  Location: IN NEWBURGH (Lat: 41.494964,  Lng: -74.030561),  Route carried "on" structure: State highway 32,  Year Built: 1973,  Status: Closed,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 13,701 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,765 (year 2040),  Features Intersected: QUASSIAC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.427,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 1.9m (6.2ft)

Condition: Channel: Poor,  Culverts: Critical,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $515,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $817,000 ( Estimate for 2021)
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Structure Number: 202226T,  Location: Newburgh (Lat: 41.495072,  Lng: -74.030472),  Route carried "on" structure: State highway 32,  Year Built: 2014,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 13,701 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,765 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Quassaic Crk
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.443,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Poor,  Operating Rating: 25.9 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: 20.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $969,000,  Roadway Improvement Cost: $568,000,  Total Project Cost: $1,537,000 ( Estimate for 2021),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 204045,  Location: AT NEWBURGH (Lat: 41.500883,  Lng: -74.039608),  Route carried "on" structure: Business City street 207,  Year Built: 1991,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 7,690 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,766 (year 2036),  Design Load: HS 20,  Features Intersected: QUASSAIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.523,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 74.5 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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $329,000 ( Estimate for 2021)
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Structure Number: 222361,  Location: IN NEWBURGH (Lat: 41.491306,  Lng: -74.020819),  Route carried "on" structure: City street ,  Year Built: 1883,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 4,507 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,552 (year 2038),  Features Intersected: QUASSAICK CREEK,  Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 10.36m (33.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $12,399,000,  Roadway Improvement Cost: $7,261,000,  Total Project Cost: $19,660,000 ( Estimate for 2021)
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Structure Number: 222362,  Location: AT NEWBURGH (Lat: 41.492608,  Lng: -74.028289),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,302 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,223 (year 2039),  Features Intersected: QUASSAICK CREEK,  Facility Carried by Structure: WALSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Poor,  Channel: Poor,  Operating Rating: 25.9 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: 19.8 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $766,000,  Roadway Improvement Cost: $449,000,  Total Project Cost: $1,215,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222363,  Location: AT NEWBURGH (Lat: 41.498706,  Lng: -74.029000),  Route carried "on" structure: City street ,  Year Built: 2021,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,680 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,352 (year 2039),  Features Intersected: QUASSAIC CREEK,  Facility Carried by Structure: LAKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.158,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 97.2 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: 97.2 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $298,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $473,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 222364,  Location: AT NEWBURGH (Lat: 41.499767,  Lng: -74.032575),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 8,303 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,086 (year 2040),  Features Intersected: QUASSAIC CREEK,  Facility Carried by Structure: LITTLE BRITAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 77.4 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,505,000,  Roadway Improvement Cost: $881,000,  Total Project Cost: $2,387,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222367,  Location: AT NEWBURGH (Lat: 41.491772,  Lng: -74.020761),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,507 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,552 (year 2038),  Design Load: HS 20,  Features Intersected: CSX MP QRW 17.66,  Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 79.6 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $886,000,  Roadway Improvement Cost: $519,000,  Total Project Cost: $1,405,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226565,  Location: IN NEWBURGH (Lat: 41.505569,  Lng: -74.039025),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,664 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,236 (year 2040),  Features Intersected: GIDNEYTOWN CREEK,  Facility Carried by Structure: DUPONT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 50.2 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $401,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $636,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 105018,  Location: IN CITY OF NEWBURGH (Lat: 41.507342,  Lng: -74.017728),  Route carried "under" structure: Alternate State highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 1980),  Features Intersected: SOUTH STREET,  Facility Carried by Structure: CARPENTER AVENUE
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 771218,  Location: AT NEWBURGH (Lat: 41.492867,  Lng: -74.028347),  Route carried "under" structure: City street ,  Year Built: 1914,  Structure Length: 0. m,  Average Daily Traffic: 2,302 (year 2019),  Truck Traffic: 4%,  Features Intersected: WALSH ROAD,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 3.99m (13.09ft),  Kilometerpoint: 0.499,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.9m (25.9ft)

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Structure Number: 771232,  Location: AT NEWBURGH (Lat: 41.490922,  Lng: -74.008944),  Route carried "under" structure: City street ,  Year Built: 1927,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1982),  Features Intersected: SOUTH WATER STRET, CSX T,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 771233,  Location: AT NEWBURGH (Lat: 41.494158,  Lng: -74.007531),  Route carried "under" structure: City street ,  Year Built: 1916,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RENWICK STREET,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.5m (37.7ft)

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Structure Number: 771235,  Location: AT NEWBURGH (Lat: 41.502567,  Lng: -74.005953),  Route carried "under" structure: City street ,  Year Built: 1903,  Structure Length: 0. m,  Average Daily Traffic: 449 (year 2015),  Truck Traffic: 4%,  Features Intersected: CARPENTER STREET,  Facility Carried by Structure: CSXT RIVER LINE
Minimum Vertical Clearance: 3.99m (13.09ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 8.5m (27.9ft)

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Structure Number: 771236,  Location: AT NEWBURGH (Lat: 41.503103,  Lng: -74.005878),  Route carried "under" structure: City street ,  Year Built: 1903,  Structure Length: 0. m,  Truck Traffic: 4%,  Features Intersected: SECOND STREET,  Facility Carried by Structure: CSXT RIVER LINE
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.4m (40.7ft)

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Structure Number: 771237,  Location: AT NEWBURGH (Lat: 41.503681,  Lng: -74.005803),  Route carried "under" structure: City street ,  Year Built: 1903,  Structure Length: 0. m,  Features Intersected: THIRD STREET,  Facility Carried by Structure: CSXT RIVER LINE
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 771238,  Location: AT NEWBURGH (Lat: 41.504625,  Lng: -74.005678),  Route carried "under" structure: City street ,  Year Built: 1903,  Structure Length: 0. m,  Features Intersected: FOURTH STREET,  Facility Carried by Structure: CSXT RIVER LINE
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.0m (32.8ft)

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