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

Find on map >>   Show street view

Structure Number: 335611,  Location: AT LIVINGSTON MANOR (Lat: 41.900428,  Lng: -74.828503),  Route carried "on" structure: County highway ,  Year Built: 1935,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 2,685 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,759 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: LITT BEAVER KILL,  Facility Carried by Structure: COUNTY ROAD 149
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.580,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $731,000,  Roadway Improvement Cost: $428,000,  Total Project Cost: $1,159,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 335612,  Location: 2.2 MI N OF LVINGSTON MNR (Lat: 41.931014,  Lng: -74.829267),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 871 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,219 (year 2037),  Features Intersected: ELM HOLLOW BROOK,  Facility Carried by Structure: COUNTY ROAD 151
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 61.7 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: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $200,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 335613,  Location: IN LEWBEACH (Lat: 42.004800,  Lng: -74.785125),  Route carried "on" structure: County highway ,  Year Built: 1952,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 356 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 498 (year 2038),  Design Load: HS 20,  Features Intersected: SHIN CREEK,  Facility Carried by Structure: COUNTY ROAD 152
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.698,  Lanes on structure: 2,  Owner: County 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: 11.8m (38.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $384,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $609,000 ( 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: 335629,  Location: IN LIVINGSTON MANOR (Lat: 41.903392,  Lng: -74.824456),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 3,496 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,894 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: WILLOWEMOC CREEK,  Facility Carried by Structure: COUNTY ROAD 178
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.730,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 3.53m (11.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,419,000,  Roadway Improvement Cost: $831,000,  Total Project Cost: $2,251,000 ( 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: 33563,  Location: .3 MI WEST OF ROSCOE (Lat: 41.936475,  Lng: -74.919914),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 430 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 602 (year 2040),  Design Load: HL 93,  Features Intersected: BEAVERKILL RIVER,  Facility Carried by Structure: COUNTY ROAD 179A
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 32.0m (105.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 95.4 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $889,000,  Roadway Improvement Cost: $521,000,  Total Project Cost: $1,410,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 335633,  Location: 1.5 MI NW OF LIV MANOR (Lat: 41.922958,  Lng: -74.836256),  Route carried "on" structure: County highway ,  Year Built: 1966,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 804 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,126 (year 2038),  Design Load: HS 20,  Features Intersected: ELM HOLLOW BROOK,  Facility Carried by Structure: COUNTY ROAD 179
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.174,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 76.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $217,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $344,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 335719,  Location: 1.6 MILES E OF LEWBEACH (Lat: 41.996586,  Lng: -74.755775),  Route carried "on" structure: Alternate Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 21 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 29 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: SHIN CREEK,  Facility Carried by Structure: SHIN CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.880,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 8.8m (28.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $260,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $413,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 33572,  Location: AT LIVINGSTON MANOR (Lat: 41.900553,  Lng: -74.831508),  Route carried "on" structure: Other road ,  Year Built: 1930,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 525 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 735 (year 2039),  Features Intersected: CATTAIL BROOK,  Facility Carried by Structure: CREAMERY 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),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Critical,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $510,000,  Roadway Improvement Cost: $299,000,  Total Project Cost: $809,000 ( 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: 335721,  Location: 2.2 MI E OF LVINGSTON MNR (Lat: 41.906239,  Lng: -74.785103),  Route carried "on" structure: Other road ,  Year Built: 1935,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 244 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 342 (year 2037),  Features Intersected: SPRAGUE BROOK,  Facility Carried by Structure: GROOVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 44.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $418,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $662,000 ( 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: 335722,  Location: 2.5 MI NE OF COUNTY RD 82 (Lat: 41.931208,  Lng: -74.769681),  Route carried "on" structure: Other road ,  Year Built: 1993,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 244 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 342 (year 2037),  Design Load: HS 20,  Features Intersected: SPRAGUE BROOK,  Facility Carried by Structure: GROOVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.717,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $285,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $453,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 335723,  Location: 1.8 MI E OF DEBRUCE (Lat: 41.906661,  Lng: -74.699503),  Route carried "on" structure: Other road ,  Year Built: 1865,  Status: Closed,  Structure Length: 2.01m (6.59ft),  Truck Traffic: 5%,  Features Intersected: WILLOWEMOC CREEK,  Facility Carried by Structure: CONKLIN HILL ROAD
Minimum Vertical Clearance: 2.92m (9.58ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Waterway Adequacy: Meets minimum limits,  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: 2.01m (6.59ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $421,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 335724,  Location: 0.1 MI N OF CR152 IN LEWB (Lat: 42.005675,  Lng: -74.785819),  Route carried "on" structure: Other road ,  Year Built: 1989,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 77 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 108 (year 2039),  Design Load: HS 20,  Features Intersected: BEAVER KILL,  Facility Carried by Structure: MARY SMITH HLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Better than 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: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $1,406,000,  Roadway Improvement Cost: $823,000,  Total Project Cost: $2,229,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 335726,  Location: AT BEAVERKILL (Lat: 41.981514,  Lng: -74.836228),  Route carried "on" structure: Other road ,  Year Built: 1865,  Year Reconstructed: 2017,  Status: Posted for load,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 46 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 64 (year 2038),  Features Intersected: BEAVER KILL,  Facility Carried by Structure: CRAIGIE CLAIR RD
Minimum Vertical Clearance: 3.15m (10.33ft),  Kilometerpoint: 1.062,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.7 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 corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  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: 3.87m (12.70ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $1,395,000,  Roadway Improvement Cost: $817,000,  Total Project Cost: $2,212,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 335727,  Location: 2.5 MI SW OF BEAVERKILL (Lat: 41.963356,  Lng: -74.866553),  Route carried "on" structure: Bypass Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 58 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 81 (year 2038),  Features Intersected: BEAVER KILL,  Facility Carried by Structure: CRAIGIE CLAIR RD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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 desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $1,524,000,  Roadway Improvement Cost: $893,000,  Total Project Cost: $2,417,000 ( 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: 335728,  Location: 2.4 MI SE OF LVINGSTN MNR (Lat: 41.876906,  Lng: -74.801658),  Route carried "on" structure: Alternate Other road ,  Year Built: 1963,  Status: Closed,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 70 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 70 (year 2037),  Features Intersected: LITTLE BEAVER KILL,  Facility Carried by Structure: OLD LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 3.2m (10.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Critical,  Channel: Fair,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $219,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $347,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 335729,  Location: AT INT W DEBRUCE RD (Lat: 41.911569,  Lng: -74.724664),  Route carried "on" structure: Other road ,  Year Built: 1992,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 118 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 165 (year 2039),  Design Load: HS 20,  Features Intersected: WILLOWEMOC CREEK,  Facility Carried by Structure: HUNTER LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.202,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Fair,  Operating Rating: 64.4 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: Better than present minimum 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: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $1,901,000,  Roadway Improvement Cost: $1,113,000,  Total Project Cost: $3,014,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 33573,  Location: 1 MI NW LIVINGSTON MANOR (Lat: 41.914847,  Lng: -74.831828),  Route carried "on" structure: Other road ,  Year Built: 1860,  Year Reconstructed: 1986,  Status: Posted for load,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 193 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 270 (year 2039),  Features Intersected: WILLOWEMOC CREEK,  Facility Carried by Structure: COVERED BRIDGE RD
Minimum Vertical Clearance: 2.74m (8.99ft),  Kilometerpoint: 1.126,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Wood or Timber,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 4.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $878,000,  Roadway Improvement Cost: $514,000,  Total Project Cost: $1,393,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 335731,  Location: .7 MILE NORTH OF DEBRUCE (Lat: 41.921881,  Lng: -74.718197),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 63 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 88 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: MONGAUP CREEK,  Facility Carried by Structure: MONGAUP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $413,000,  Roadway Improvement Cost: $242,000,  Total Project Cost: $654,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 335732,  Location: 2.8 MI E OF LIV MANOR (Lat: 41.903728,  Lng: -74.773711),  Route carried "on" structure: Alternate Other road ,  Year Built: 2009,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 126 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 176 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WILLOWEMOC CREEK,  Facility Carried by Structure: PARKSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 50.5 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: 38.9 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $716,000,  Roadway Improvement Cost: $419,000,  Total Project Cost: $1,135,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 335745,  Location: 5 MI NE OF LIVINGSTON MNR (Lat: 41.935044,  Lng: -74.767875),  Route carried "on" structure: Alternate Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 244 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 342 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: SPRAGUE BROOK,  Facility Carried by Structure: GROOVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.216,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $427,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 335746,  Location: AT LIVINGSTON MANOR (Lat: 41.901367,  Lng: -74.830911),  Route carried "on" structure: Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 81 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 113 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CATTAIL BROOK,  Facility Carried by Structure: RIVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $342,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 336757,  Location: 2.5 MI E EXIT 94 OF STE (Lat: 41.926350,  Lng: -74.875231),  Route carried "on" structure: Other road ,  Year Built: 1986,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 95 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 133 (year 2038),  Features Intersected: WILLOWEMOC CREEK,  Facility Carried by Structure: HAZEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.342,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.9m (140.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $2,367,000,  Roadway Improvement Cost: $1,386,000,  Total Project Cost: $3,753,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 336792,  Location: .3 MILE N JCT OLD RTE 17 (Lat: 41.924792,  Lng: -74.832806),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 871 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,219 (year 2037),  Features Intersected: ELM HOLLOW BROOK,  Facility Carried by Structure: COUNTY ROAD 151
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.430,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $91,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $144,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 336957,  Location: 1.2 MI S OF LEW BEACH (Lat: 41.991261,  Lng: -74.798728),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 356 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 498 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: VOORHEES BROOK,  Facility Carried by Structure: JOHNSTON HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.526,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $191,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $302,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 33697,  Location: TOWN OF ROCKLAND-CO RD 92 (Lat: 41.920872,  Lng: -74.930853),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1995,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 655 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 917 (year 2040),  Features Intersected: ABE WOOD BROOK,  Facility Carried by Structure: COUNTY ROAD 92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.156,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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,  Waterway Adequacy: Meets minimum limits,  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 2020,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $295,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1013501,  Location: 0.1 MI SE EXIT 94-RTE 17 (Lat: 41.931467,  Lng: -74.914003),  Route carried "under" structure: Business Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 823 (year 2018),  Truck Traffic: 8%,  Features Intersected: BROAD STREET,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.274,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

Find on map >>   Show street view

Structure Number: 1013502,  Location: 0.1 MI NW EXIT 94-RTE 17 (Lat: 41.931308,  Lng: -74.914114),  Route carried "under" structure: Business Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 823 (year 2018),  Truck Traffic: 8%,  Features Intersected: BROAD STREET,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

Find on map >>   Show street view

Structure Number: 101351,  Location: 02 MI NW EXIT 96 RTE 17 (Lat: 41.907158,  Lng: -74.821681),  Route carried "under" structure: State highway 17,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,816 (year 2020),  Truck Traffic: 17%,  Features Intersected: 17 17 96091074 WB, RTE,  Facility Carried by Structure: WHITE ROE LAKE RD
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 12.003,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

Find on map >>   Show street view

Structure Number: 1013521,  Location: EXIT 96/SH 17 INTERCHANGE (Lat: 41.906153,  Lng: -74.819567),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 401 (year 2016),  Truck Traffic: 7%,  Features Intersected: DE BRUCE RD-CR 81, WILLO,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.451,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

Find on map >>   Show street view

Structure Number: 1013522,  Location: EXIT 96/SH 17 INTERCHANGE (Lat: 41.906089,  Lng: -74.819719),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 401 (year 2016),  Truck Traffic: 7%,  Features Intersected: DE BRUCE RD-CR 81, WILLO,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.209,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

Find on map >>   Show street view

Structure Number: 1013539,  Location: 19 MI SE EXIT 96 RTE 17 (Lat: 41.881206,  Lng: -74.799603),  Route carried "under" structure: Ramp State highway ,  Year Built: 1963,  Structure Length: 0. m,  Features Intersected: SERVICE ROAD,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 7.46m (24.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

Find on map >>   Show street view

Structure Number: 1063391,  Location: 2.1 MI SE EXIT 94 RTE-17 (Lat: 41.927678,  Lng: -74.876961),  Route carried "under" structure: Bypass Other road ,  Year Built: 1966,  Structure Length: 0. m,  Features Intersected: HAZEL ROAD,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.8m (61.7ft)

Find on map >>   Show street view

Structure Number: 1063392,  Location: 2.1 MI SE EXIT 94-RTE 17 (Lat: 41.927356,  Lng: -74.876544),  Route carried "under" structure: Bypass Other road ,  Year Built: 1966,  Structure Length: 0. m,  Features Intersected: HAZEL ROAD,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

Find on map >>   Show street view

Structure Number: 1063411,  Location: 07 MI NW EXIT 96 RTE 17 (Lat: 41.911425,  Lng: -74.830031),  Route carried "under" structure: Spur Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 97 (year 2019),  Truck Traffic: 5%,  Features Intersected: COVERED BRIDGE RD, WILLO,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 15.99m (52.46ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 1063412,  Location: 07 MI NW EXIT 96 RTE 17 (Lat: 41.911275,  Lng: -74.830189),  Route carried "under" structure: Spur Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 97 (year 2019),  Truck Traffic: 5%,  Features Intersected: COVERED BRIDGE RD, WILLO,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 15.99m (52.46ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 1063421,  Location: .5 MI NW OF SH17- EXIT 96 (Lat: 41.909997,  Lng: -74.826631),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,097 (year 2006),  Truck Traffic: 8%,  Features Intersected: CR 179,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 7.49m (24.57ft),  Kilometerpoint: 5.487,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 1063422,  Location: .5 MI NW OF SH17- EXIT 96 (Lat: 41.909783,  Lng: -74.826553),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,097 (year 2006),  Truck Traffic: 8%,  Features Intersected: CR 179,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 6.95m (22.80ft),  Kilometerpoint: 5.165,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)