Bridge Statistics for Blairstown, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 131ft / 40.2mTotal length
- $16,633,000Total costs
- 47,409Total average daily traffic
- 1,745Total average daily truck traffic
- 64,961Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Blairstown
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 51910-1919
- 11920-1929
- 31930-1939
- 21940-1949
- 21950-1959
- 21970-1979
- 11980-1989
- 21990-1999
- 42000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 32000-2009
- 22010-2019
- Bridge Condition - Deck
- 13.3%Excellent
- 13.3%Very good
- 13.3%Good
- 46.7%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Superstructure
- 8.7%Excellent
- 8.7%Very good
- 30.4%Good
- 26.1%Satisfactory
- 21.7%Fair
- 4.3%Poor
- Bridge Condition - Substructure
- 4.3%Very good
- 26.1%Good
- 17.4%Satisfactory
- 52.2%Fair
- Bridge Condition - Channel
- 5.9%Very good
- 29.4%Good
- 41.2%Satisfactory
- 23.5%Fair
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Structure Number: 2100404, Location: 0.22 MI EAST OF ROUTE 94 (Lat: 40.983161, Lng: -74.960061), Route carried "on" structure: County highway 660, Year Built: 1900, Year Reconstructed: 1984, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,509 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,841 (year 2041), Design Load: HS 20+Mod, Features Intersected: BLAIR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Channel: Fair, Inventory Rating: 60.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $226,000, Total Project Cost: $226,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2100404, Location: 0.22 MI EAST OF ROUTE 94 (Lat: 40.983161, Lng: -74.960061), Route carried "on" structure: County highway 660, Year Built: 1900, Year Reconstructed: 1984, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,509 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,841 (year 2041), Design Load: HS 20+Mod, Features Intersected: BLAIR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Channel: Fair, Inventory Rating: 60.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $226,000, Total Project Cost: $226,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2100409, Location: 0.4 MI SOUTH OF NJ RT 94 (Lat: 40.977850, Lng: -74.992689), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 2,528 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 3,084 (year 2041), Features Intersected: PAULINS KILL, Facility Carried by Structure: LAMBERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2100409, Location: 0.4 MI SOUTH OF NJ RT 94 (Lat: 40.977850, Lng: -74.992689), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 2,528 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 3,084 (year 2041), Features Intersected: PAULINS KILL, Facility Carried by Structure: LAMBERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210041, Location: 0.1 MI. NORTH OF RT 94 (Lat: 40.977250, Lng: -74.943831), Route carried "on" structure: City street , Year Built: 1956, Year Reconstructed: 2017, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 520 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 635 (year 2041), Design Load: HS 25 or greater, Features Intersected: PAULINS KILL, Facility Carried by Structure: EAST CRISMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Bridge Improvement Cost: $1,322,000, Roadway Improvement Cost: $40,000, Total Project Cost: $1,520,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 210041, Location: 0.1 MI. NORTH OF RT 94 (Lat: 40.977250, Lng: -74.943831), Route carried "on" structure: City street , Year Built: 1956, Year Reconstructed: 2017, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 520 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 635 (year 2041), Design Load: HS 25 or greater, Features Intersected: PAULINS KILL, Facility Carried by Structure: EAST CRISMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Bridge Improvement Cost: $1,322,000, Roadway Improvement Cost: $40,000, Total Project Cost: $1,520,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 2100415, Location: 300FT.NORTH OF ROUTE 94 (Lat: 40.976939, Lng: -74.943919), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 2005, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 520 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 635 (year 2041), Design Load: HS 20+Mod, Features Intersected: PAULINS KILL, Facility Carried by Structure: EAST CRISMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 62.6 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,154,000, Roadway Improvement Cost: $47,000, Total Project Cost: $1,650,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2100415, Location: 300FT.NORTH OF ROUTE 94 (Lat: 40.976939, Lng: -74.943919), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 2005, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 520 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 635 (year 2041), Design Load: HS 20+Mod, Features Intersected: PAULINS KILL, Facility Carried by Structure: EAST CRISMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 62.6 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,154,000, Roadway Improvement Cost: $47,000, Total Project Cost: $1,650,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2100416, Location: 0.2 MI NORTH OF NJ RT 94 (Lat: 40.989039, Lng: -74.979919), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,123 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,370 (year 2041), Design Load: HS 20+Mod, Features Intersected: JACKSONBURG CREEK, Facility Carried by Structure: JACKSONBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2100416, Location: 0.2 MI NORTH OF NJ RT 94 (Lat: 40.989039, Lng: -74.979919), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,123 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,370 (year 2041), Design Load: HS 20+Mod, Features Intersected: JACKSONBURG CREEK, Facility Carried by Structure: JACKSONBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2100417, Location: 0.34 MI NORTH OF NJ RT 94 (Lat: 40.991969, Lng: -74.980639), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 853 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,041 (year 2041), Features Intersected: JACKSONBURG CREEK, Facility Carried by Structure: JACKSONBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2100417, Location: 0.34 MI NORTH OF NJ RT 94 (Lat: 40.991969, Lng: -74.980639), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 853 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,041 (year 2041), Features Intersected: JACKSONBURG CREEK, Facility Carried by Structure: JACKSONBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2100439, Location: 0.1 MI WEST OF MOHICAN RD (Lat: 41.003219, Lng: -74.983000), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 457 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 558 (year 2041), Features Intersected: JACKSONBURG CREEK, Facility Carried by Structure: COBBLEWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 8.2m (26.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2100439, Location: 0.1 MI WEST OF MOHICAN RD (Lat: 41.003219, Lng: -74.983000), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 457 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 558 (year 2041), Features Intersected: JACKSONBURG CREEK, Facility Carried by Structure: COBBLEWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 8.2m (26.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2100442, Location: 1.1 MI NO COBBLEWOOD ROAD (Lat: 41.017689, Lng: -74.982081), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,071 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,307 (year 2041), Design Load: HS 20, Features Intersected: JACKSONBURG CREEK, Facility Carried by Structure: MOHICAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2100442, Location: 1.1 MI NO COBBLEWOOD ROAD (Lat: 41.017689, Lng: -74.982081), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,071 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,307 (year 2041), Design Load: HS 20, Features Intersected: JACKSONBURG CREEK, Facility Carried by Structure: MOHICAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2100452, Location: 0.4 Mi. South of NJ 94 (Lat: 40.977939, Lng: -74.992711), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 2,528 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 3,084 (year 2041), Design Load: HS 20+Mod, Features Intersected: PAULINS KILL, Facility Carried by Structure: LAMBERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 61.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2100452, Location: 0.4 Mi. South of NJ 94 (Lat: 40.977939, Lng: -74.992711), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 2,528 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 3,084 (year 2041), Design Load: HS 20+Mod, Features Intersected: PAULINS KILL, Facility Carried by Structure: LAMBERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 61.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2100453, Location: 0.4 MILE NORTH OF NJ 94 (Lat: 40.986569, Lng: -74.959311), Route carried "on" structure: County highway 602, Year Built: 1940, Year Reconstructed: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,188 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,450 (year 2041), Design Load: HS 25 or greater, Features Intersected: BLAIR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 2100453, Location: 0.4 MILE NORTH OF NJ 94 (Lat: 40.986569, Lng: -74.959311), Route carried "on" structure: County highway 602, Year Built: 1940, Year Reconstructed: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,188 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,450 (year 2041), Design Load: HS 25 or greater, Features Intersected: BLAIR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 2100903, Location: 0.3 MI. W. OF CR 602 JCT (Lat: 41.036819, Lng: -74.966461), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 65 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 80 (year 2041), Design Load: HS 25 or greater, Features Intersected: JACKSONBURG CREEK, Facility Carried by Structure: GAISLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 56.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2100903, Location: 0.3 MI. W. OF CR 602 JCT (Lat: 41.036819, Lng: -74.966461), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 65 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 80 (year 2041), Design Load: HS 25 or greater, Features Intersected: JACKSONBURG CREEK, Facility Carried by Structure: GAISLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 56.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2100905, Location: 0.2 MI NE OF CR 659 JCT (Lat: 41.009681, Lng: -74.946250), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 72 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 87 (year 2041), Design Load: HS 25 or greater, Features Intersected: BLAIR CREEK, Facility Carried by Structure: TANNERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2100905, Location: 0.2 MI NE OF CR 659 JCT (Lat: 41.009681, Lng: -74.946250), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 72 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 87 (year 2041), Design Load: HS 25 or greater, Features Intersected: BLAIR CREEK, Facility Carried by Structure: TANNERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2100935, Location: 0.34 MILE E OF CR 602 JCT (Lat: 41.006119, Lng: -74.943450), Route carried "on" structure: County highway 659, Year Built: 1941, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 520 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 620 (year 2041), Features Intersected: BLAIR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.522, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2100935, Location: 0.34 MILE E OF CR 602 JCT (Lat: 41.006119, Lng: -74.943450), Route carried "on" structure: County highway 659, Year Built: 1941, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 520 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 620 (year 2041), Features Intersected: BLAIR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.522, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2100937, Location: 0.8 Mi N. of CR 521 Jct. (Lat: 40.999800, Lng: -74.951500), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 70 (year 2041), Design Load: HS 25 or greater, Features Intersected: BLAIR CREEK, Facility Carried by Structure: JONES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: Good, Inventory Rating: 73.5 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 2100937, Location: 0.8 Mi N. of CR 521 Jct. (Lat: 40.999800, Lng: -74.951500), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 70 (year 2041), Design Load: HS 25 or greater, Features Intersected: BLAIR CREEK, Facility Carried by Structure: JONES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: Good, Inventory Rating: 73.5 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 2117157, Location: 7.5 MI NORTH OF RTE I-80 (Lat: 40.987469, Lng: -74.978789), Route carried "on" structure: State highway 94, Year Built: 1931, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 8,347 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,185 (year 2040), Design Load: HS 20, Features Intersected: JACKSONBURG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.794, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $578,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,265,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2117157, Location: 7.5 MI NORTH OF RTE I-80 (Lat: 40.987469, Lng: -74.978789), Route carried "on" structure: State highway 94, Year Built: 1931, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 8,347 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,185 (year 2040), Design Load: HS 20, Features Intersected: JACKSONBURG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.794, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $578,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,265,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2117159, Location: 0.08 SO. OF RT 602 JCT. (Lat: 40.981819, Lng: -74.959931), Route carried "on" structure: State highway 94, Year Built: 1929, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,183 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,019 (year 2040), Design Load: HS 20, Features Intersected: BLAIR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.548, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2117159, Location: 0.08 SO. OF RT 602 JCT. (Lat: 40.981819, Lng: -74.959931), Route carried "on" structure: State highway 94, Year Built: 1929, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,183 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,019 (year 2040), Design Load: HS 20, Features Intersected: BLAIR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.548, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 211716, Location: 0.04 MI NO. OF RT 521 (Lat: 40.981561, Lng: -74.957961), Route carried "on" structure: State highway 94, Year Built: 1931, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 9,208 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,235 (year 2041), Features Intersected: PAULINS KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.742, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.88m (19.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $4,968,000, Roadway Improvement Cost: $409,000, Total Project Cost: $7,997,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 211716, Location: 0.04 MI NO. OF RT 521 (Lat: 40.981561, Lng: -74.957961), Route carried "on" structure: State highway 94, Year Built: 1931, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 9,208 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,235 (year 2041), Features Intersected: PAULINS KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.742, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.88m (19.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $4,968,000, Roadway Improvement Cost: $409,000, Total Project Cost: $7,997,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2117161, Location: 0.14 MI No. of RT 521 (Lat: 40.980981, Lng: -74.956211), Route carried "on" structure: State highway 94, Year Built: 1931, Year Reconstructed: 2016, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 9,208 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,235 (year 2041), Design Load: HL 93, Features Intersected: ABANDONED NYS&WRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.903, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,170,000, Roadway Improvement Cost: $117,000, Total Project Cost: $2,006,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2117161, Location: 0.14 MI No. of RT 521 (Lat: 40.980981, Lng: -74.956211), Route carried "on" structure: State highway 94, Year Built: 1931, Year Reconstructed: 2016, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 9,208 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,235 (year 2041), Design Load: HL 93, Features Intersected: ABANDONED NYS&WRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.903, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,170,000, Roadway Improvement Cost: $117,000, Total Project Cost: $2,006,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2153161, Location: Enter at 28 Heller Hill R (Lat: 40.968000, Lng: -74.969631), Route carried "on" structure: Other road , Year Built: 1911, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3 (year 2040), Features Intersected: STRANTON BRANCH (ABAN), Facility Carried by Structure: Dirt Farm Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $53,000, Total Project Cost: $731,000 ( Estimate for 2016)
Structure Number: 2153161, Location: Enter at 28 Heller Hill R (Lat: 40.968000, Lng: -74.969631), Route carried "on" structure: Other road , Year Built: 1911, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3 (year 2040), Features Intersected: STRANTON BRANCH (ABAN), Facility Carried by Structure: Dirt Farm Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $53,000, Total Project Cost: $731,000 ( Estimate for 2016)
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Structure Number: 2153162, Location: 1.0 mi south of CR 521/94 (Lat: 40.968100, Lng: -74.965500), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 535 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 655 (year 2040), Features Intersected: SCRANTON BRNCH (NS-ABAN), Facility Carried by Structure: HELLER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Fair, Substructure: Fair, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 2153162, Location: 1.0 mi south of CR 521/94 (Lat: 40.968100, Lng: -74.965500), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 535 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 655 (year 2040), Features Intersected: SCRANTON BRNCH (NS-ABAN), Facility Carried by Structure: HELLER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Fair, Substructure: Fair, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 2153163, Location: 1.17 MI SO OF RT 94 JCT (Lat: 40.968061, Lng: -74.950719), Route carried "on" structure: County highway 521, Year Built: 1912, Year Reconstructed: 2006, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 1,915 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,335 (year 2040), Features Intersected: SCRANTON BRANCH (ABAN), Facility Carried by Structure: HOPE-BLA RTN RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.918, Lanes on structure: 1, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,238,000 ( Estimate for 2020)
Structure Number: 2153163, Location: 1.17 MI SO OF RT 94 JCT (Lat: 40.968061, Lng: -74.950719), Route carried "on" structure: County highway 521, Year Built: 1912, Year Reconstructed: 2006, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 1,915 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,335 (year 2040), Features Intersected: SCRANTON BRANCH (ABAN), Facility Carried by Structure: HOPE-BLA RTN RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.918, Lanes on structure: 1, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,238,000 ( Estimate for 2020)
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Structure Number: 2153164, Location: Enter 30A Cmp Wasigan (Lat: 40.968000, Lng: -74.943811), Route carried "on" structure: City street , Year Built: 1911, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 26 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 32 (year 2040), Features Intersected: Scranton Br (Aband), Facility Carried by Structure: Old Dirt Road
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 1, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 2153164, Location: Enter 30A Cmp Wasigan (Lat: 40.968000, Lng: -74.943811), Route carried "on" structure: City street , Year Built: 1911, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 26 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 32 (year 2040), Features Intersected: Scranton Br (Aband), Facility Carried by Structure: Old Dirt Road
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 1, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 2153169, Location: 1.17 MI S OF RT 94 JCT (Lat: 40.967861, Lng: -74.950419), Route carried "on" structure: County highway 521, Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,970 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HL 93, Features Intersected: SCRANTON BRANCH (ABAND.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.918, Lanes on structure: 1, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Operating Rating: 41.7 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 2153169, Location: 1.17 MI S OF RT 94 JCT (Lat: 40.967861, Lng: -74.950419), Route carried "on" structure: County highway 521, Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,970 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HL 93, Features Intersected: SCRANTON BRANCH (ABAND.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.918, Lanes on structure: 1, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Operating Rating: 41.7 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020