Bridge Statistics for Alpha, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 190ft / 57.5mTotal length
- $7,520,000Total costs
- 220,058Total average daily traffic
- 40,708Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Alpha
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 41930-1939
- 31970-1979
- 111980-1989
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 21990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 57.1%Good
- 28.6%Satisfactory
- Bridge Condition - Superstructure
- 7.1%Very good
- 50.0%Good
- 35.7%Fair
- 7.1%Serious
- Bridge Condition - Substructure
- 28.6%Good
- 50.0%Satisfactory
- 21.4%Fair
- Bridge Condition - Channel
- 50.0%Good
- 40.0%Satisfactory
- 10.0%Fair
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Structure Number: 2100204, Location: 0.13 MI WEST OF CO RT 519 (Lat: 40.666681, Lng: -75.159931), Route carried "on" structure: County highway 642, Year Built: 1973, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 4,041 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,930 (year 2041), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Fair, Operating Rating: 38.1 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $2,427,000, Roadway Improvement Cost: $48,000, Total Project Cost: $4,420,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2100204, Location: 0.13 MI WEST OF CO RT 519 (Lat: 40.666681, Lng: -75.159931), Route carried "on" structure: County highway 642, Year Built: 1973, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 4,041 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,930 (year 2041), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Fair, Operating Rating: 38.1 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $2,427,000, Roadway Improvement Cost: $48,000, Total Project Cost: $4,420,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2102001, Location: 0.12 MI NORTH OF CR 636 (Lat: 40.652781, Lng: -75.128169), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1997, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 75 (year 2021), Average Future Daily Traffic: 90 (year 2041), Features Intersected: POHATCONG CREEK, Facility Carried by Structure: RAVINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2102001, Location: 0.12 MI NORTH OF CR 636 (Lat: 40.652781, Lng: -75.128169), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1997, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 75 (year 2021), Average Future Daily Traffic: 90 (year 2041), Features Intersected: POHATCONG CREEK, Facility Carried by Structure: RAVINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2102002, Location: 0.1 MI NORTH CO RT 636 (Lat: 40.654339, Lng: -75.136050), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 2018, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,030 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,240 (year 2041), Design Load: HL 93, Features Intersected: POHATCONG CREEK, Facility Carried by Structure: STILL VALLEY 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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 70.0 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $748,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,039,000 ( Estimate for 2017), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 2102002, Location: 0.1 MI NORTH CO RT 636 (Lat: 40.654339, Lng: -75.136050), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 2018, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,030 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,240 (year 2041), Design Load: HL 93, Features Intersected: POHATCONG CREEK, Facility Carried by Structure: STILL VALLEY 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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 70.0 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $748,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,039,000 ( Estimate for 2017), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 2102005, Location: 0.6 MI EAST OF CR 519 JCT (Lat: 40.652011, Lng: -75.137869), Route carried "on" structure: County highway 636, Year Built: 1978, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 920 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,100 (year 2041), Design Load: HS 20+Mod, Features Intersected: POHATCONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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
Structure Number: 2102005, Location: 0.6 MI EAST OF CR 519 JCT (Lat: 40.652011, Lng: -75.137869), Route carried "on" structure: County highway 636, Year Built: 1978, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 920 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,100 (year 2041), Design Load: HS 20+Mod, Features Intersected: POHATCONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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
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Structure Number: 2102008, Location: 0.1 MI SO OF CO RT 636 (Lat: 40.647311, Lng: -75.148389), Route carried "on" structure: County highway 519, Year Built: 1931, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 6,529 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,967 (year 2041), Design Load: H 20, Features Intersected: POHATCONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.652, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.96m (9.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $47,000, Total Project Cost: $397,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2102008, Location: 0.1 MI SO OF CO RT 636 (Lat: 40.647311, Lng: -75.148389), Route carried "on" structure: County highway 519, Year Built: 1931, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 6,529 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,967 (year 2041), Design Load: H 20, Features Intersected: POHATCONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.652, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.96m (9.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $47,000, Total Project Cost: $397,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 210201, Location: 0.5 MI SW OF CR519 (Lat: 40.639939, Lng: -75.157339), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 290 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 350 (year 2041), Design Load: HS 20+Mod, Features Intersected: POHATCONG CREEK, Facility Carried by Structure: WINTERS RD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 210201, Location: 0.5 MI SW OF CR519 (Lat: 40.639939, Lng: -75.157339), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 290 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 350 (year 2041), Design Load: HS 20+Mod, Features Intersected: POHATCONG CREEK, Facility Carried by Structure: WINTERS RD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2102011, Location: 1.2 MI SW OF CR 519 (Lat: 40.635331, Lng: -75.168619), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1992, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 460 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 550 (year 2041), Features Intersected: POHATCONG CREEK, Facility Carried by Structure: CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.86m (6.10ft), 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: $788,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,180,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2102011, Location: 1.2 MI SW OF CR 519 (Lat: 40.635331, Lng: -75.168619), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1992, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 460 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 550 (year 2041), Features Intersected: POHATCONG CREEK, Facility Carried by Structure: CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.86m (6.10ft), 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: $788,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,180,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2102045, Location: 0.2 mi N of CR 636 (Lat: 40.654650, Lng: -75.135281), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,020 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,220 (year 2041), Features Intersected: TRIB POHATCONG CREEK, Facility Carried by Structure: STILL VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2021
Structure Number: 2102045, Location: 0.2 mi N of CR 636 (Lat: 40.654650, Lng: -75.135281), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,020 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,220 (year 2041), Features Intersected: TRIB POHATCONG CREEK, Facility Carried by Structure: STILL VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2021
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Structure Number: 2102046, Location: 0.45 MI S OF COUNTY 639 (Lat: 40.630381, Lng: -75.135219), Route carried "on" structure: County highway 519, Year Built: 1932, Year Reconstructed: 2002, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 7,165 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,742 (year 2041), Design Load: HS 20+Mod, Features Intersected: MUSCONETCONG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.675, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $484,000, Total Project Cost: $484,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2102046, Location: 0.45 MI S OF COUNTY 639 (Lat: 40.630381, Lng: -75.135219), Route carried "on" structure: County highway 519, Year Built: 1932, Year Reconstructed: 2002, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 7,165 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,742 (year 2041), Design Load: HS 20+Mod, Features Intersected: MUSCONETCONG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.675, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $484,000, Total Project Cost: $484,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2112151, Location: 1/2 MI. E OF DEL RIVER (Lat: 40.665981, Lng: -75.174300), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 360 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 440 (year 2041), Design Load: HS 20+Mod, Features Intersected: I 78, Facility Carried by Structure: CARPENTERSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2112151, Location: 1/2 MI. E OF DEL RIVER (Lat: 40.665981, Lng: -75.174300), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 360 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 440 (year 2041), Design Load: HS 20+Mod, Features Intersected: I 78, Facility Carried by Structure: CARPENTERSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 2112152, Location: 2.3 MILES E OF DEL RIVER (Lat: 40.651669, Lng: -75.153889), Route carried "on" structure: Interstate 78, Year Built: 1987, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 26,700 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 39,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CR 519 & TRIB. POHAT. CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2112152, Location: 2.3 MILES E OF DEL RIVER (Lat: 40.651669, Lng: -75.153889), Route carried "on" structure: Interstate 78, Year Built: 1987, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 26,700 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 39,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CR 519 & TRIB. POHAT. CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2112153, Location: 2.3 MILES E. OF DEL RIVER (Lat: 40.651669, Lng: -75.153611), Route carried "on" structure: Interstate 78, Year Built: 1987, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 26,700 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CR 519 & TRIB. POHAT. CR
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 3.701, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2112153, Location: 2.3 MILES E. OF DEL RIVER (Lat: 40.651669, Lng: -75.153611), Route carried "on" structure: Interstate 78, Year Built: 1987, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 26,700 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CR 519 & TRIB. POHAT. CR
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 3.701, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2112155, Location: 3.4 MI. E OF DEL RIVER (Lat: 40.664200, Lng: -75.141011), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 640 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-78, Facility Carried by Structure: EDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2112155, Location: 3.4 MI. E OF DEL RIVER (Lat: 40.664200, Lng: -75.141011), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 640 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-78, Facility Carried by Structure: EDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 2112156, Location: 3.8 MI E OF DEL RIVER (Lat: 40.668889, Lng: -75.136939), Route carried "on" structure: Interstate 78, Year Built: 1987, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 26,700 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 31,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: RAMP C (US 22 EB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.116, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2112156, Location: 3.8 MI E OF DEL RIVER (Lat: 40.668889, Lng: -75.136939), Route carried "on" structure: Interstate 78, Year Built: 1987, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 26,700 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 31,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: RAMP C (US 22 EB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.116, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2112157, Location: 3.8 MI E OF DEL RIVER (Lat: 40.668639, Lng: -75.136969), Route carried "on" structure: Interstate 78, Year Built: 1987, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 26,700 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: RAMP C (US 22 EB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.116, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2112157, Location: 3.8 MI E OF DEL RIVER (Lat: 40.668639, Lng: -75.136969), Route carried "on" structure: Interstate 78, Year Built: 1987, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 26,700 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: RAMP C (US 22 EB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.116, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2112152, Location: 2.3 MILES E OF DEL RIVER (Lat: 40.651669, Lng: -75.153889), Route carried "under" structure: County highway 519, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 6,664 (year 2021), Truck Traffic: 4%, Features Intersected: CR 519 & TRIB. POHAT. CR, Facility Carried by Structure: I-78 WB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 41.521, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 2112152, Location: 2.3 MILES E OF DEL RIVER (Lat: 40.651669, Lng: -75.153889), Route carried "under" structure: County highway 519, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 6,664 (year 2021), Truck Traffic: 4%, Features Intersected: CR 519 & TRIB. POHAT. CR, Facility Carried by Structure: I-78 WB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 41.521, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 2112153, Location: 2.3 MILES E. OF DEL RIVER (Lat: 40.651669, Lng: -75.153611), Route carried "under" structure: County highway 519, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 6,664 (year 2021), Truck Traffic: 4%, Features Intersected: CR 519 & TRIB. POHAT. CR, Facility Carried by Structure: I-78 EB
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 41.457, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 2112153, Location: 2.3 MILES E. OF DEL RIVER (Lat: 40.651669, Lng: -75.153611), Route carried "under" structure: County highway 519, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 6,664 (year 2021), Truck Traffic: 4%, Features Intersected: CR 519 & TRIB. POHAT. CR, Facility Carried by Structure: I-78 EB
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 41.457, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 2112155, Location: 3.4 MI. E OF DEL RIVER (Lat: 40.664200, Lng: -75.141011), Route carried "under" structure: Interstate 78, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 53,400 (year 2020), Truck Traffic: 24%, Features Intersected: I-78, Facility Carried by Structure: EDGE ROAD
Minimum Vertical Clearance: 6.16m (20.21ft), Kilometerpoint: 5.504, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.5m (136.2ft)
Structure Number: 2112155, Location: 3.4 MI. E OF DEL RIVER (Lat: 40.664200, Lng: -75.141011), Route carried "under" structure: Interstate 78, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 53,400 (year 2020), Truck Traffic: 24%, Features Intersected: I-78, Facility Carried by Structure: EDGE ROAD
Minimum Vertical Clearance: 6.16m (20.21ft), Kilometerpoint: 5.504, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.5m (136.2ft)
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Structure Number: 2112156, Location: 3.8 MI E OF DEL RIVER (Lat: 40.668889, Lng: -75.136939), Route carried "under" structure: Ramp US 22, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2021), Truck Traffic: 4%, Features Intersected: RAMP C (US 22 EB), Facility Carried by Structure: I 78 WB
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 7.548, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 2112156, Location: 3.8 MI E OF DEL RIVER (Lat: 40.668889, Lng: -75.136939), Route carried "under" structure: Ramp US 22, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2021), Truck Traffic: 4%, Features Intersected: RAMP C (US 22 EB), Facility Carried by Structure: I 78 WB
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 7.548, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 2112157, Location: 3.8 MI E OF DEL RIVER (Lat: 40.668639, Lng: -75.136969), Route carried "under" structure: Ramp US 22, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2021), Truck Traffic: 4%, Features Intersected: RAMP C (US 22 EB), Facility Carried by Structure: I-78 EB
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 7.548, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 2112157, Location: 3.8 MI E OF DEL RIVER (Lat: 40.668639, Lng: -75.136969), Route carried "under" structure: Ramp US 22, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2021), Truck Traffic: 4%, Features Intersected: RAMP C (US 22 EB), Facility Carried by Structure: I-78 EB
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 7.548, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)