Bridge Statistics for Panther Valley, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 72ft / 21.7mTotal length
- 270,979Total average daily traffic
- 35,734Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Panther Valley
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 61960-1969
- 41970-1979
- 11990-1999
- Bridge Condition - Deck
- 16.7%Very good
- 83.3%Good
- Bridge Condition - Superstructure
- 66.7%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 80.0%Satisfactory
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Structure Number: 2100102, Location: 0.33 MI N OF CR 668 (Lat: 40.942519, Lng: -74.830361), Route carried "on" structure: County highway 612, Year Built: 1975, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,589 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,379 (year 2041), Design Load: HS 20+Mod, Features Intersected: PEQUEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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, Membrane: Preformed Fabric
Structure Number: 2100102, Location: 0.33 MI N OF CR 668 (Lat: 40.942519, Lng: -74.830361), Route carried "on" structure: County highway 612, Year Built: 1975, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,589 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,379 (year 2041), Design Load: HS 20+Mod, Features Intersected: PEQUEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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, Membrane: Preformed Fabric
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Structure Number: 2100113, Location: 0.5 MI W OF CO RT 612 JCT (Lat: 40.932469, Lng: -74.832350), Route carried "on" structure: County highway 615, Year Built: 1939, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 818 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 998 (year 2041), Features Intersected: PEQUEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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 desirable 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: 2100113, Location: 0.5 MI W OF CO RT 612 JCT (Lat: 40.932469, Lng: -74.832350), Route carried "on" structure: County highway 615, Year Built: 1939, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 818 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 998 (year 2041), Features Intersected: PEQUEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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 desirable 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: 2101245, Location: 60-ft S. of Catswamp Road (Lat: 40.889761, Lng: -74.850889), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 229 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 279 (year 2041), Design Load: HS 20+Mod, Features Intersected: BACON RUN, Facility Carried by Structure: ROSEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 76.2 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, Deck Geometry: Better than present minimum criteria, 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
Structure Number: 2101245, Location: 60-ft S. of Catswamp Road (Lat: 40.889761, Lng: -74.850889), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 229 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 279 (year 2041), Design Load: HS 20+Mod, Features Intersected: BACON RUN, Facility Carried by Structure: ROSEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 76.2 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, Deck Geometry: Better than present minimum criteria, 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
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Structure Number: 2116154, Location: 3.8 MI EAST OF EXIT 12 (Lat: 40.928711, Lng: -74.888119), Route carried "on" structure: Interstate 80, Year Built: 1968, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 26,844 (year 2040), Design Load: HS 20+Mod, Features Intersected: SHADES OF DEATH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.540, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 1 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2116154, Location: 3.8 MI EAST OF EXIT 12 (Lat: 40.928711, Lng: -74.888119), Route carried "on" structure: Interstate 80, Year Built: 1968, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 26,844 (year 2040), Design Load: HS 20+Mod, Features Intersected: SHADES OF DEATH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.540, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 1 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2116155, Location: 12.0MI EAST OF RTE 46 (Lat: 40.929081, Lng: -74.887519), Route carried "on" structure: Interstate 80, Year Built: 1968, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 26,844 (year 2040), Design Load: HS 20, Features Intersected: SHADES OF DEATH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.540, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 1 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2116155, Location: 12.0MI EAST OF RTE 46 (Lat: 40.929081, Lng: -74.887519), Route carried "on" structure: Interstate 80, Year Built: 1968, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 26,844 (year 2040), Design Load: HS 20, Features Intersected: SHADES OF DEATH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.540, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 1 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2116156, Location: 4.1 MI EAST OF EXIT 12 (Lat: 40.927789, Lng: -74.884019), Route carried "on" structure: Interstate 80, Year Built: 1967, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 57,391 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 70,028 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.959, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 82.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 2116156, Location: 4.1 MI EAST OF EXIT 12 (Lat: 40.927789, Lng: -74.884019), Route carried "on" structure: Interstate 80, Year Built: 1967, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 57,391 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 70,028 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.959, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 82.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 2116159, Location: 0.72 MILES W OF CR 613 (Lat: 40.921689, Lng: -74.856669), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 13 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 16 (year 2041), Design Load: HS 20, Features Intersected: I-80, Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2116159, Location: 0.72 MILES W OF CR 613 (Lat: 40.921689, Lng: -74.856669), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 13 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 16 (year 2041), Design Load: HS 20, Features Intersected: I-80, Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 211616, Location: 14.1MI EAST OF RTE 46 (Lat: 40.920961, Lng: -74.849419), Route carried "on" structure: Interstate 80, Year Built: 1969, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 57,834 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 69,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: PEQUEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.952, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 211616, Location: 14.1MI EAST OF RTE 46 (Lat: 40.920961, Lng: -74.849419), Route carried "on" structure: Interstate 80, Year Built: 1969, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 57,834 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 69,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: PEQUEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.952, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 2116161, Location: 6.23 Mi E of I-80 Exit 12 (Lat: 40.919419, Lng: -74.845061), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 31,367 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 38,273 (year 2040), Design Load: HS 20, Features Intersected: L&H Railroad (Abandoned)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.387, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 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: Better than present minimum criteria, Deck Geometry: Equal to 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: 2116161, Location: 6.23 Mi E of I-80 Exit 12 (Lat: 40.919419, Lng: -74.845061), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 31,367 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 38,273 (year 2040), Design Load: HS 20, Features Intersected: L&H Railroad (Abandoned)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.387, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 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: Better than present minimum criteria, Deck Geometry: Equal to 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: 2116154, Location: 3.8 MI EAST OF EXIT 12 (Lat: 40.928711, Lng: -74.888119), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 518 (year 2020), Truck Traffic: 3%, Features Intersected: SHADES OF DEATH ROAD, Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 2116154, Location: 3.8 MI EAST OF EXIT 12 (Lat: 40.928711, Lng: -74.888119), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 518 (year 2020), Truck Traffic: 3%, Features Intersected: SHADES OF DEATH ROAD, Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 2116155, Location: 12.0MI EAST OF RTE 46 (Lat: 40.929081, Lng: -74.887519), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 518 (year 2020), Truck Traffic: 3%, Features Intersected: SHADES OF DEATH RD, Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 2116155, Location: 12.0MI EAST OF RTE 46 (Lat: 40.929081, Lng: -74.887519), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 518 (year 2020), Truck Traffic: 3%, Features Intersected: SHADES OF DEATH RD, Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 2116159, Location: 0.72 MILES W OF CR 613 (Lat: 40.921689, Lng: -74.856669), Route carried "under" structure: Interstate 80, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 74,702 (year 2021), Truck Traffic: 14%, Features Intersected: I-80, Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 28.357, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 2116159, Location: 0.72 MILES W OF CR 613 (Lat: 40.921689, Lng: -74.856669), Route carried "under" structure: Interstate 80, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 74,702 (year 2021), Truck Traffic: 14%, Features Intersected: I-80, Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 28.357, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)