Bridge Statistics for Woodbury, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 167ft / 50.7mTotal length
- $12,995,000Total costs
- 596,630Total average daily traffic
- 37,958Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Woodbury
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11910-1919
- 11920-1929
- 81950-1959
- 31960-1969
- 51990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 9.1%Very good
- 27.3%Good
- 36.4%Satisfactory
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 8.3%Excellent
- 33.3%Good
- 25.0%Satisfactory
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 8.3%Very good
- 58.3%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 25.0%Very good
- 50.0%Good
- 25.0%Fair
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Structure Number: 802H03, Location: 0.48 mi East of NJ RT 44 (Lat: 39.843289, Lng: -75.175011), Route carried "on" structure: County highway 640, Year Built: 2009, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 13,805 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,566 (year 2040), Design Load: HS 25 or greater, Features Intersected: MATTHEWS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), 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: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 802H03, Location: 0.48 mi East of NJ RT 44 (Lat: 39.843289, Lng: -75.175011), Route carried "on" structure: County highway 640, Year Built: 2009, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 13,805 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,566 (year 2040), Design Load: HS 25 or greater, Features Intersected: MATTHEWS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), 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: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020, 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: 802I09, Location: 0.34 mi East of NJ RT 45 (Lat: 39.837561, Lng: -75.145811), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 3,521 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 4,225 (year 2040), Design Load: HS 20+Mod, Features Intersected: HESTER'S BR WOODBURY CRK, Facility Carried by Structure: HUNTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 802I09, Location: 0.34 mi East of NJ RT 45 (Lat: 39.837561, Lng: -75.145811), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 3,521 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 4,225 (year 2040), Design Load: HS 20+Mod, Features Intersected: HESTER'S BR WOODBURY CRK, Facility Carried by Structure: HUNTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 802I11, Location: 0.17 M S of CR 644 (Lat: 39.841200, Lng: -75.144150), Route carried "on" structure: County highway 553, Year Built: 1929, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10,752 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,903 (year 2040), Features Intersected: WOODBURY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.079, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2020, Underwater Inspection Date: October 2018
Structure Number: 802I11, Location: 0.17 M S of CR 644 (Lat: 39.841200, Lng: -75.144150), Route carried "on" structure: County highway 553, Year Built: 1929, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10,752 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,903 (year 2040), Features Intersected: WOODBURY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.079, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2020, Underwater Inspection Date: October 2018
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Structure Number: 802I14, Location: 0.2 MI EAST OF NJ RT 45 (Lat: 39.838669, Lng: -75.148831), Route carried "on" structure: City street , Year Built: 1914, Year Reconstructed: 1989, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,521 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 4,225 (year 2040), Features Intersected: RAILROAD CSXT, Facility Carried by Structure: HUNTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $1,920,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,063,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 802I14, Location: 0.2 MI EAST OF NJ RT 45 (Lat: 39.838669, Lng: -75.148831), Route carried "on" structure: City street , Year Built: 1914, Year Reconstructed: 1989, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,521 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 4,225 (year 2040), Features Intersected: RAILROAD CSXT, Facility Carried by Structure: HUNTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $1,920,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,063,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 81015, Location: 0.1 MI SOUTH OF CO RT 644 (Lat: 39.841919, Lng: -75.150389), Route carried "on" structure: State highway 45, Year Built: 1892, Year Reconstructed: 1958, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 18,020 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 21,560 (year 2040), Features Intersected: WOODBURY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.181, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $1,457,000, Roadway Improvement Cost: $146,000, Total Project Cost: $2,473,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81015, Location: 0.1 MI SOUTH OF CO RT 644 (Lat: 39.841919, Lng: -75.150389), Route carried "on" structure: State highway 45, Year Built: 1892, Year Reconstructed: 1958, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 18,020 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 21,560 (year 2040), Features Intersected: WOODBURY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.181, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $1,457,000, Roadway Improvement Cost: $146,000, Total Project Cost: $2,473,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 821178, Location: 3.2 MI SOUTH OF I-76 (Lat: 39.855000, Lng: -75.165000), Route carried "on" structure: Interstate 295, Year Built: 1992, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 94,499 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 115,307 (year 2041), Design Load: HS 20+Mod, Features Intersected: RED BANK AVE(CO 644)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.918, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.1m (118.4ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 36.1m (118.4ft), Out-to-Out Width: 37.9m (124.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 76.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 821178, Location: 3.2 MI SOUTH OF I-76 (Lat: 39.855000, Lng: -75.165000), Route carried "on" structure: Interstate 295, Year Built: 1992, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 94,499 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 115,307 (year 2041), Design Load: HS 20+Mod, Features Intersected: RED BANK AVE(CO 644)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.918, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.1m (118.4ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 36.1m (118.4ft), Out-to-Out Width: 37.9m (124.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 76.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82118, Location: 0.57 MI S OF US 130 JCT (Lat: 39.858819, Lng: -75.157511), Route carried "on" structure: County highway 642, Year Built: 1991, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 4,076 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,978 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-295
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.929, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 82118, Location: 0.57 MI S OF US 130 JCT (Lat: 39.858819, Lng: -75.157511), Route carried "on" structure: County highway 642, Year Built: 1991, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 4,076 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,978 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-295
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.929, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, 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: 82215, Location: AT I-295 EXIT 23 (Lat: 39.860981, Lng: -75.147419), Route carried "on" structure: US 130, Year Built: 1960, Year Reconstructed: 1990, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 19,120 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 22,944 (year 2039), Design Load: HS 20, Features Intersected: I-295 AND RAMP 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.560, Lanes on structure: 3, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 82215, Location: AT I-295 EXIT 23 (Lat: 39.860981, Lng: -75.147419), Route carried "on" structure: US 130, Year Built: 1960, Year Reconstructed: 1990, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 19,120 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 22,944 (year 2039), Design Load: HS 20, Features Intersected: I-295 AND RAMP 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.560, Lanes on structure: 3, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: M02152, Location: 4.6 MI SOUTH OF EXIT 3 (Lat: 39.825681, Lng: -75.143417), Route carried "on" structure: County highway 663, Year Built: 1950, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 7,276 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,878 (year 2040), Design Load: H 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: TANYARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.647, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.46m (17.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,702,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,952,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M02152, Location: 4.6 MI SOUTH OF EXIT 3 (Lat: 39.825681, Lng: -75.143417), Route carried "on" structure: County highway 663, Year Built: 1950, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 7,276 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,878 (year 2040), Design Load: H 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: TANYARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.647, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.46m (17.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,702,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,952,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M02222, Location: 4 MI SOUTH OF EXIT 3 (Lat: 39.831553, Lng: -75.133117), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 20,350 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 24,831 (year 2040), Design Load: H 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: COOPER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 24.0 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: 18.5 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,597,000, Roadway Improvement Cost: $260,000, Total Project Cost: $2,857,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M02222, Location: 4 MI SOUTH OF EXIT 3 (Lat: 39.831553, Lng: -75.133117), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 20,350 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 24,831 (year 2040), Design Load: H 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: COOPER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 24.0 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: 18.5 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,597,000, Roadway Improvement Cost: $260,000, Total Project Cost: $2,857,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M02281, Location: 3.3 MI SOUTH OF EXIT 3 (Lat: 39.837561, Lng: -75.125019), Route carried "on" structure: State highway 47, Year Built: 1950, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 18,077 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 22,056 (year 2040), Design Load: HS 20, Features Intersected: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.742, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,385,000, Roadway Improvement Cost: $265,000, Total Project Cost: $2,650,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M02281, Location: 3.3 MI SOUTH OF EXIT 3 (Lat: 39.837561, Lng: -75.125019), Route carried "on" structure: State highway 47, Year Built: 1950, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 18,077 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 22,056 (year 2040), Design Load: HS 20, Features Intersected: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.742, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,385,000, Roadway Improvement Cost: $265,000, Total Project Cost: $2,650,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M02312, Location: 3 MI SOUTH OF EXIT 3 (Lat: 39.840919, Lng: -75.121061), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 7,209 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,796 (year 2040), Design Load: H 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: TURKEY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M02312, Location: 3 MI SOUTH OF EXIT 3 (Lat: 39.840919, Lng: -75.121061), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 7,209 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,796 (year 2040), Design Load: H 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: TURKEY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 821178, Location: 3.2 MI SOUTH OF I-76 (Lat: 39.855000, Lng: -75.165000), Route carried "under" structure: County highway 644, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 13,455 (year 2021), Truck Traffic: 4%, Features Intersected: RED BANK AVE(CO 644), Facility Carried by Structure: ROUTE I-295
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 2.591, Lanes on structure: 6, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft)
Structure Number: 821178, Location: 3.2 MI SOUTH OF I-76 (Lat: 39.855000, Lng: -75.165000), Route carried "under" structure: County highway 644, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 13,455 (year 2021), Truck Traffic: 4%, Features Intersected: RED BANK AVE(CO 644), Facility Carried by Structure: ROUTE I-295
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 2.591, Lanes on structure: 6, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft)
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Structure Number: 82118, Location: 0.57 MI S OF US 130 JCT (Lat: 39.858819, Lng: -75.157511), Route carried "under" structure: Interstate 295, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 79,964 (year 2020), Truck Traffic: 9%, Features Intersected: I-295, Facility Carried by Structure: HESSIAN AVE(CR642)
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 37.675, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
Structure Number: 82118, Location: 0.57 MI S OF US 130 JCT (Lat: 39.858819, Lng: -75.157511), Route carried "under" structure: Interstate 295, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 79,964 (year 2020), Truck Traffic: 9%, Features Intersected: I-295, Facility Carried by Structure: HESSIAN AVE(CR642)
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 37.675, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
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Structure Number: 82215, Location: AT I-295 EXIT 23 (Lat: 39.860981, Lng: -75.147419), Route carried "under" structure: Interstate 295, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 63,816 (year 2019), Truck Traffic: 9%, Features Intersected: I-295 AND RAMP 1, Facility Carried by Structure: US 130 NB&RMP 1
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 38.592, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 82215, Location: AT I-295 EXIT 23 (Lat: 39.860981, Lng: -75.147419), Route carried "under" structure: Interstate 295, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 63,816 (year 2019), Truck Traffic: 9%, Features Intersected: I-295 AND RAMP 1, Facility Carried by Structure: US 130 NB&RMP 1
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 38.592, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 82215, Location: AT I-295 EXIT 23 (Lat: 39.860981, Lng: -75.147419), Route carried "under" structure: Ramp Interstate 295, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 1,885 (year 2019), Truck Traffic: 9%, Features Intersected: I-295 AND RAMP 1, Facility Carried by Structure: US 130 NB&RMP 1
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 38.592, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 82215, Location: AT I-295 EXIT 23 (Lat: 39.860981, Lng: -75.147419), Route carried "under" structure: Ramp Interstate 295, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 1,885 (year 2019), Truck Traffic: 9%, Features Intersected: I-295 AND RAMP 1, Facility Carried by Structure: US 130 NB&RMP 1
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 38.592, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: M02152, Location: 4.6 MI SOUTH OF EXIT 3 (Lat: 39.825681, Lng: -75.143417), Route carried "under" structure: Other road NJTPK, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 54,953 (year 2020), Truck Traffic: 5%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: TANYARD ROAD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 34.955, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: M02152, Location: 4.6 MI SOUTH OF EXIT 3 (Lat: 39.825681, Lng: -75.143417), Route carried "under" structure: Other road NJTPK, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 54,953 (year 2020), Truck Traffic: 5%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: TANYARD ROAD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 34.955, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: M02222, Location: 4 MI SOUTH OF EXIT 3 (Lat: 39.831553, Lng: -75.133117), Route carried "under" structure: Interstate 95, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 54,952 (year 2020), Truck Traffic: 5%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: COOPER STREET
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 36.065, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
Structure Number: M02222, Location: 4 MI SOUTH OF EXIT 3 (Lat: 39.831553, Lng: -75.133117), Route carried "under" structure: Interstate 95, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 54,952 (year 2020), Truck Traffic: 5%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: COOPER STREET
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 36.065, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
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Structure Number: M02281, Location: 3.3 MI SOUTH OF EXIT 3 (Lat: 39.837561, Lng: -75.125019), Route carried "under" structure: Other road NJTPK, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 51,321 (year 2020), Truck Traffic: 5%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: NJ RT47 (N DELSEA)
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 37.047, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: M02281, Location: 3.3 MI SOUTH OF EXIT 3 (Lat: 39.837561, Lng: -75.125019), Route carried "under" structure: Other road NJTPK, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 51,321 (year 2020), Truck Traffic: 5%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: NJ RT47 (N DELSEA)
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 37.047, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: M02312, Location: 3 MI SOUTH OF EXIT 3 (Lat: 39.840919, Lng: -75.121061), Route carried "under" structure: Other road NJTPK, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 56,058 (year 2020), Truck Traffic: 5%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: TURKEY HILL ROAD
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 37.530, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: M02312, Location: 3 MI SOUTH OF EXIT 3 (Lat: 39.840919, Lng: -75.121061), Route carried "under" structure: Other road NJTPK, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 56,058 (year 2020), Truck Traffic: 5%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: TURKEY HILL ROAD
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 37.530, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)