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

Find on map >>   Show street view

Structure Number: 101404,  Location: IN TUXEDO (Lat: 41.228644,  Lng: -74.184439),  Route carried "on" structure: State highway ,  Year Built: 1942,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 733 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 764 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 17, MNRR PJ LINE,  Facility Carried by Structure: LAKE KANAWAUKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.81m (15.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,315,000,  Roadway Improvement Cost: $1,356,000,  Total Project Cost: $3,671,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 104084,  Location: 0.1 MI E JCT RTS 210+17 (Lat: 41.228081,  Lng: -74.183061),  Route carried "on" structure: County highway ,  Year Built: 1947,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 733 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 764 (year 2040),  Design Load: HS 20,  Features Intersected: RAMAPO RIVER,  Facility Carried by Structure: KANAWAUKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,251,000,  Roadway Improvement Cost: $1,904,000,  Total Project Cost: $5,154,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 334503,  Location: 2.3 MI S OF HARRIMAN (Lat: 41.275425,  Lng: -74.152717),  Route carried "on" structure: Other road ,  Year Built: 1930,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 179 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 251 (year 2035),  Design Load: H 20,  Features Intersected: RAMAPO RIVER,  Facility Carried by Structure: ARDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $753,000,  Roadway Improvement Cost: $441,000,  Total Project Cost: $1,194,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 334504,  Location: 2.0 MI SE OF MOMBASHA LK (Lat: 41.255653,  Lng: -74.184567),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,206 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,488 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: LITTLE DAM LAKE OUTLET,  Facility Carried by Structure: COUNTY ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.464,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 78.0 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: Superior 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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $306,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $485,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 334505,  Location: 2.3 MI W OF SLOATSBURG (Lat: 41.152711,  Lng: -74.240228),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,858 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,601 (year 2035),  Design Load: H 20,  Features Intersected: RINGWOOD RIVER,  Facility Carried by Structure: STERLING LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: County 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: 10.9m (35.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $956,000,  Roadway Improvement Cost: $560,000,  Total Project Cost: $1,516,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 334506,  Location: AT TUXEDO PARK (Lat: 41.195575,  Lng: -74.183381),  Route carried "on" structure: Other road ,  Year Built: 2019,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 561 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 785 (year 2035),  Design Load: HS 20,  Features Intersected: RAMAPO RIVER,  Facility Carried by Structure: VILLAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 90.7 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: 61.9 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.19m (10.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,058,000,  Roadway Improvement Cost: $619,000,  Total Project Cost: $1,677,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 5040851,  Location: JCT 87I & RTE 210 (Lat: 41.227958,  Lng: -74.181656),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 44,764 (year 2014),  Truck Traffic: 20%,  Features Intersected: COUNTY ROAD 106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.107,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.7 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: 43.7 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: 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: 5.54m (18.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,818,000,  Roadway Improvement Cost: $2,236,000,  Total Project Cost: $6,053,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5040852,  Location: JCT 87I & RTE 210 (Lat: 41.228000,  Lng: -74.181169),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 35,789 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 62,741 (year 2040),  Features Intersected: COUNTY ROAD 106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.294,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.0 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.54m (18.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,818,000,  Roadway Improvement Cost: $2,236,000,  Total Project Cost: $6,053,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 551419,  Location: 2.5 mi S JCT I87 & CR 106 (Lat: 41.193186,  Lng: -74.181972),  Route carried "on" structure: Interstate 87,  Year Built: 2012,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 71,578 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 125,483 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: EAST VILLAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.335,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 44.4m (145.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 44.4m (145.7ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,964,000,  Roadway Improvement Cost: $1,736,000,  Total Project Cost: $4,699,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 551421,  Location: 3.2 MI SW JCT US 6 & I87 (Lat: 41.265839,  Lng: -74.155392),  Route carried "on" structure: Other road ,  Year Built: 1953,  Status: Closed,  Structure Length: 13.20m (43.31ft),  Average Daily Traffic: 60 (year 1998),  Average Future Daily Traffic: 84 (year 2018),  Design Load: H 20,  Features Intersected: 87IX, RTE I87, RAMAPO RI,  Facility Carried by Structure: ARDEN VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 13.19m (43.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $5,406,000,  Roadway Improvement Cost: $3,166,000,  Total Project Cost: $8,571,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5514229,  Location: 2.7 MI SW JCT US 6 & I87 (Lat: 41.273506,  Lng: -74.151072),  Route carried "on" structure: Interstate 87,  Year Built: 1953,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 71,578 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 125,483 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.054,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 20.4 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: 15.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $7,559,000,  Roadway Improvement Cost: $4,426,000,  Total Project Cost: $11,985,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 551423,  Location: 2.5 MI SW JCT US 6 & I87 (Lat: 41.275442,  Lng: -74.149700),  Route carried "on" structure: Other road ,  Year Built: 1953,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 179 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 251 (year 2035),  Design Load: H 20,  Features Intersected: 87IX, RTE I87, MNRR,  Facility Carried by Structure: ARDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 34.7 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: 26.6 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.03m (36.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $4,468,000,  Roadway Improvement Cost: $2,617,000,  Total Project Cost: $7,085,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 552141,  Location: 3.8 MI E OF SOUTHFIELDS (Lat: 41.240986,  Lng: -74.102072),  Route carried "on" structure: Other road 987E,  Year Built: 2011,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 899 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,259 (year 2036),  Design Load: HL 93,  Features Intersected: ASKOTI DAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.2 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $486,000,  Roadway Improvement Cost: $284,000,  Total Project Cost: $770,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 101404,  Location: IN TUXEDO (Lat: 41.228644,  Lng: -74.184439),  Route carried "under" structure: State highway 17,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 10,600 (year 1971),  Features Intersected: RTE 17, MNRR PJ LINE,  Facility Carried by Structure: LAKE KANAWAUKE RD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 20.515,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

Find on map >>   Show street view

Structure Number: 5040851,  Location: JCT 87I & RTE 210 (Lat: 41.227958,  Lng: -74.181656),  Route carried "under" structure: County highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 1979),  Features Intersected: COUNTY ROAD 106,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

Find on map >>   Show street view

Structure Number: 5040852,  Location: JCT 87I & RTE 210 (Lat: 41.228000,  Lng: -74.181169),  Route carried "under" structure: County highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 1979),  Features Intersected: COUNTY ROAD 106,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>   Show street view

Structure Number: 551419,  Location: 2.5 mi S JCT I87 & CR 106 (Lat: 41.193186,  Lng: -74.181972),  Route carried "under" structure: Other road ,  Year Built: 2012,  Structure Length: 0. m,  Features Intersected: EAST VILLAGE ROAD,  Facility Carried by Structure: RTE 87
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 12.2m (40.0ft)

Find on map >>   Show street view

Structure Number: 55142,  Location: 1.3 MI N JCT I-87 & CR106 (Lat: 41.244444,  Lng: -74.169981),  Route carried "under" structure: Interstate 87,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 19,150 (year 1978),  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: Southfield Pedestr
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 64.199,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>   Show street view

Structure Number: 55142,  Location: 1.3 MI N JCT I-87 & CR106 (Lat: 41.244444,  Lng: -74.169981),  Route carried "under" structure: Interstate ,  Year Built: 1956,  Structure Length: 0. m,  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: Southfield Pedestr
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 64.199,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>   Show street view

Structure Number: 551421,  Location: 3.2 MI SW JCT US 6 & I87 (Lat: 41.265839,  Lng: -74.155392),  Route carried "under" structure: Interstate 87,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 92,840 (year 2005),  Features Intersected: 87IX, RTE I87, RAMAPO RI,  Facility Carried by Structure: ARDEN VALLEY RD
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 66.886,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

Find on map >>   Show street view

Structure Number: 551423,  Location: 2.5 MI SW JCT US 6 & I87 (Lat: 41.275442,  Lng: -74.149700),  Route carried "under" structure: Interstate 87,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 92,840 (year 2005),  Features Intersected: 87IX, RTE I87, MNRR,  Facility Carried by Structure: ARDEN RD
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 68.061,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)