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

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Structure Number: 104063,  Location: 1.9 MI S JCT SH208 &SH299 (Lat: 41.725311,  Lng: -74.104767),  Route carried "on" structure: State highway 208,  Year Built: 1993,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 5,314 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,455 (year 2040),  Design Load: HS 20,  Features Intersected: PLATTE KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.393,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $801,000,  Roadway Improvement Cost: $469,000,  Total Project Cost: $1,270,000 ( 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: 104524,  Location: JCT RTS 299 & I87 (Lat: 41.741425,  Lng: -74.064919),  Route carried "on" structure: State highway 299,  Year Built: 1997,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 15,970 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,045 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 87IX NB, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.569,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $5,985,000,  Roadway Improvement Cost: $3,505,000,  Total Project Cost: $9,490,000 ( 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: 226425,  Location: 4 MI NE JCT I87 & SH 299 (Lat: 41.776572,  Lng: -74.023689),  Route carried "on" structure: Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 0.88m (2.89ft),  Truck Traffic: 1%,  Design Load: HS 25 or greater,  Features Intersected: SWARTE KILL,  Facility Carried by Structure: BLACK CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 77.6 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $265,000 ( Estimate for 2021)

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Structure Number: 304523,  Location: JCT RTE 299 & WALLKILL R (Lat: 41.746794,  Lng: -74.091008),  Route carried "on" structure: County highway 299,  Year Built: 1940,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 9,258 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,345 (year 2040),  Design Load: H 15,  Features Intersected: WALLKILL RIVER
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 9.220,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.45m (17.88ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Bridge Improvement Cost: $5,431,000,  Roadway Improvement Cost: $3,180,000,  Total Project Cost: $8,611,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334773,  Location: VILLAGE OF NEW PALTZ (Lat: 41.762933,  Lng: -74.084481),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 224 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 314 (year 2037),  Features Intersected: TRIBUTARY 13,  Facility Carried by Structure: HUGUENOT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 73.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $292,000 ( Estimate for 2021)

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Structure Number: 551539,  Location: 0.4 MI S OF RTE 299 & I87 (Lat: 41.736047,  Lng: -74.065489),  Route carried "on" structure: Ramp Other road ,  Year Built: 1953,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 2,674 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,528 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: EXIT 18 ON/OFF RAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,168,000,  Roadway Improvement Cost: $1,855,000,  Total Project Cost: $5,023,000 ( 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: 55154,  Location: 2.3 MI NE OF NEW PALTZ (Lat: 41.772669,  Lng: -74.051922),  Route carried "on" structure: Other road ,  Year Built: 1953,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 1,824 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,256 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: HORSENDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.54m (31.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $3,621,000,  Roadway Improvement Cost: $2,120,000,  Total Project Cost: $5,741,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104524,  Location: JCT RTS 299 & I87 (Lat: 41.741425,  Lng: -74.064919),  Route carried "under" structure: Interstate 87,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 20,900 (year 1979),  Features Intersected: 87IX NB, RTE I87,  Facility Carried by Structure: RTE 299
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 122.895,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 551539,  Location: 0.4 MI S OF RTE 299 & I87 (Lat: 41.736047,  Lng: -74.065489),  Route carried "under" structure: Interstate 87,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 41,717 (year 2014),  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: EXIT 18 ON/OFF RAM
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 122.300,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 55154,  Location: 2.3 MI NE OF NEW PALTZ (Lat: 41.772669,  Lng: -74.051922),  Route carried "under" structure: Interstate 87,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 20,372 (year 1977),  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: HORSENDEN ROAD
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 126.548,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)