Bridge Statistics for Pennsauken, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 53Number of bridges
- 446ft / 136mTotal length
- $36,641,000Total costs
- 1,425,986Total average daily traffic
- 59,766Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pennsauken
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 21930-1939
- 61940-1949
- 41950-1959
- 131960-1969
- 201970-1979
- 41980-1989
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 01970-1979
- 41980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 32.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- 8.0%Poor
- Bridge Condition - Superstructure
- 12.0%Very good
- 8.0%Good
- 56.0%Satisfactory
- 20.0%Fair
- 4.0%Poor
- Bridge Condition - Substructure
- 4.0%Very good
- 24.0%Good
- 52.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 25.0%Very good
- 25.0%Good
- 50.0%Satisfactory
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
Find on map >> Show street view
Structure Number: 3A47, Location: 0.33 MI W HADDONFIELD RD (Lat: 39.967361, Lng: -75.019281), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 7,053 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,463 (year 2041), Features Intersected: PENNSAUKEN CREEK, Facility Carried by Structure: PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Navigation Control: Yes ( Vertical Clearance: 1.2m (3.9ft), Horizontal Clearance: 11.3m (37.1ft)), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3A47, Location: 0.33 MI W HADDONFIELD RD (Lat: 39.967361, Lng: -75.019281), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 7,053 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,463 (year 2041), Features Intersected: PENNSAUKEN CREEK, Facility Carried by Structure: PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Navigation Control: Yes ( Vertical Clearance: 1.2m (3.9ft), Horizontal Clearance: 11.3m (37.1ft)), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 401156, Location: 0.02 MI N OF RT 90 (Lat: 39.979781, Lng: -75.053769), Route carried "on" structure: County highway 543, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 7,661 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,193 (year 2041), Features Intersected: Pochack Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.067, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 401156, Location: 0.02 MI N OF RT 90 (Lat: 39.979781, Lng: -75.053769), Route carried "on" structure: County highway 543, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 7,661 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,193 (year 2041), Features Intersected: Pochack Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.067, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Find on map >> Show street view
Structure Number: 406151, Location: AT AIRPORT CIRCLE (Lat: 39.933119, Lng: -75.082719), Route carried "on" structure: US 30, Year Built: 1946, Year Reconstructed: 1994, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 32,165 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 38,570 (year 2040), Design Load: HS 20, Features Intersected: ROUTE US 130 NB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.037, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $53,000, Total Project Cost: $270,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 406151, Location: AT AIRPORT CIRCLE (Lat: 39.933119, Lng: -75.082719), Route carried "on" structure: US 30, Year Built: 1946, Year Reconstructed: 1994, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 32,165 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 38,570 (year 2040), Design Load: HS 20, Features Intersected: ROUTE US 130 NB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.037, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $53,000, Total Project Cost: $270,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 406152, Location: AT AIRPORT CIRCLE (Lat: 39.934650, Lng: -75.081069), Route carried "on" structure: US 30, Year Built: 1953, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 34,312 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 56,513 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 130
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 58.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 406152, Location: AT AIRPORT CIRCLE (Lat: 39.934650, Lng: -75.081069), Route carried "on" structure: US 30, Year Built: 1953, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 34,312 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 56,513 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 130
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 58.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 406153, Location: AT AIRPORT CIRCLE (Lat: 39.934061, Lng: -75.083239), Route carried "on" structure: US 30, Year Built: 1946, Year Reconstructed: 1994, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 21,798 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 26,598 (year 2040), Design Load: HS 20, Features Intersected: US 130 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.069, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,280,000, Roadway Improvement Cost: $100,000, Total Project Cost: $3,451,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 406153, Location: AT AIRPORT CIRCLE (Lat: 39.934061, Lng: -75.083239), Route carried "on" structure: US 30, Year Built: 1946, Year Reconstructed: 1994, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 21,798 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 26,598 (year 2040), Design Load: HS 20, Features Intersected: US 130 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.069, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,280,000, Roadway Improvement Cost: $100,000, Total Project Cost: $3,451,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 406154, Location: JUST WEST OF AIRPORT CRCL (Lat: 39.934689, Lng: -75.084231), Route carried "on" structure: US 30, Year Built: 1925, Year Reconstructed: 1994, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 69,775 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 85,139 (year 2040), Features Intersected: CHANDLERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.892, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 29.4m (96.5ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,986,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,170,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 406154, Location: JUST WEST OF AIRPORT CRCL (Lat: 39.934689, Lng: -75.084231), Route carried "on" structure: US 30, Year Built: 1925, Year Reconstructed: 1994, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 69,775 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 85,139 (year 2040), Features Intersected: CHANDLERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.892, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 29.4m (96.5ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,986,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,170,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 406162, Location: 5.2 MI WEST OF RT 41 (Lat: 39.933469, Lng: -75.082150), Route carried "on" structure: Ramp US 30, Year Built: 1946, Year Reconstructed: 1992, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 31,867 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 38,884 (year 2040), Design Load: HS 20, Features Intersected: Route US 130 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,257,000, Roadway Improvement Cost: $126,000, Total Project Cost: $2,020,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 406162, Location: 5.2 MI WEST OF RT 41 (Lat: 39.933469, Lng: -75.082150), Route carried "on" structure: Ramp US 30, Year Built: 1946, Year Reconstructed: 1992, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 31,867 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 38,884 (year 2040), Design Load: HS 20, Features Intersected: Route US 130 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,257,000, Roadway Improvement Cost: $126,000, Total Project Cost: $2,020,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 407151, Location: 0.44 MI EAST OF US 130 (Lat: 39.934019, Lng: -75.074019), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 6,178 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 7,414 (year 2041), Design Load: HS 20, Features Intersected: NJ 38 AND NJ 70, Facility Carried by Structure: N. Browning Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 407151, Location: 0.44 MI EAST OF US 130 (Lat: 39.934019, Lng: -75.074019), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 6,178 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 7,414 (year 2041), Design Load: HS 20, Features Intersected: NJ 38 AND NJ 70, Facility Carried by Structure: N. Browning Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 407153, Location: .15 Mi. W of 38 & 601 Jct (Lat: 39.934939, Lng: -75.075419), Route carried "on" structure: Ramp State highway 38, Year Built: 1963, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 13,639 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,642 (year 2040), Features Intersected: CHANDLER RUN, Facility Carried by Structure: RAMPS D & E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Underwater Inspection Date: May 2020
Structure Number: 407153, Location: .15 Mi. W of 38 & 601 Jct (Lat: 39.934939, Lng: -75.075419), Route carried "on" structure: Ramp State highway 38, Year Built: 1963, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 13,639 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,642 (year 2040), Features Intersected: CHANDLER RUN, Facility Carried by Structure: RAMPS D & E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Underwater Inspection Date: May 2020
Find on map >> Show street view
Structure Number: 41315, Location: 5 MI W. of I-295 JCT (Lat: 39.934831, Lng: -75.070169), Route carried "on" structure: State highway 70, Year Built: 1963, Year Reconstructed: 2014, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 28,721 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 39,735 (year 2039), Design Load: HL 93, Features Intersected: NJ 38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 38.2 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: 29.5 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41315, Location: 5 MI W. of I-295 JCT (Lat: 39.934831, Lng: -75.070169), Route carried "on" structure: State highway 70, Year Built: 1963, Year Reconstructed: 2014, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 28,721 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 39,735 (year 2039), Design Load: HL 93, Features Intersected: NJ 38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 38.2 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: 29.5 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 41615, Location: PENNSAUKEN TWP AT 73-130 (Lat: 39.981431, Lng: -75.016139), Route carried "on" structure: County highway 644, Year Built: 1960, Year Reconstructed: 2008, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 19,133 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,961 (year 2041), Design Load: HS 20+Mod, Features Intersected: NJ ROUTE 73, Facility Carried by Structure: Haddonfield Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.994, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41615, Location: PENNSAUKEN TWP AT 73-130 (Lat: 39.981431, Lng: -75.016139), Route carried "on" structure: County highway 644, Year Built: 1960, Year Reconstructed: 2008, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 19,133 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,961 (year 2041), Design Load: HS 20+Mod, Features Intersected: NJ ROUTE 73, Facility Carried by Structure: Haddonfield Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.994, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 416151, Location: 0.5 MI N of Pennsauken Cr (Lat: 39.983731, Lng: -75.017550), Route carried "on" structure: State highway 73, Year Built: 1930, Year Reconstructed: 1961, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 59,406 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 72,487 (year 2041), Design Load: HS 20, Features Intersected: ROUTE US 130
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.805, Lanes on structure: 8, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 30.6m (100.4ft), Out-to-Out Width: 41.0m (134.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $7,497,000, Roadway Improvement Cost: $749,000, Total Project Cost: $12,671,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 416151, Location: 0.5 MI N of Pennsauken Cr (Lat: 39.983731, Lng: -75.017550), Route carried "on" structure: State highway 73, Year Built: 1930, Year Reconstructed: 1961, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 59,406 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 72,487 (year 2041), Design Load: HS 20, Features Intersected: ROUTE US 130
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.805, Lanes on structure: 8, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 30.6m (100.4ft), Out-to-Out Width: 41.0m (134.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $7,497,000, Roadway Improvement Cost: $749,000, Total Project Cost: $12,671,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 422153, Location: 2.15 MI S OF RT 90 JCT (Lat: 39.949961, Lng: -75.066100), Route carried "on" structure: County highway 537, Year Built: 1961, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 5,997 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,324 (year 2041), Design Load: HS 20, Features Intersected: US 130, Facility Carried by Structure: FEDERAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.568, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 422153, Location: 2.15 MI S OF RT 90 JCT (Lat: 39.949961, Lng: -75.066100), Route carried "on" structure: County highway 537, Year Built: 1961, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 5,997 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,324 (year 2041), Design Load: HS 20, Features Intersected: US 130, Facility Carried by Structure: FEDERAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.568, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 422156, Location: 0.2 MI N OF NJ 73 JCT (Lat: 39.985081, Lng: -75.014839), Route carried "on" structure: US 130, Year Built: 1926, Year Reconstructed: 1960, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 69,484 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 84,784 (year 2041), Design Load: H 20, Features Intersected: NO.BR. PENNSAUKEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.486, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $8,319,000, Roadway Improvement Cost: $666,000, Total Project Cost: $9,983,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 422156, Location: 0.2 MI N OF NJ 73 JCT (Lat: 39.985081, Lng: -75.014839), Route carried "on" structure: US 130, Year Built: 1926, Year Reconstructed: 1960, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 69,484 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 84,784 (year 2041), Design Load: H 20, Features Intersected: NO.BR. PENNSAUKEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.486, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $8,319,000, Roadway Improvement Cost: $666,000, Total Project Cost: $9,983,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 422158, Location: NJ 90 &US 130 INTERCHANGE (Lat: 39.974661, Lng: -75.033461), Route carried "on" structure: Ramp State highway 90, Year Built: 1974, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 28,162 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 33,794 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 130 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 422158, Location: NJ 90 &US 130 INTERCHANGE (Lat: 39.974661, Lng: -75.033461), Route carried "on" structure: Ramp State highway 90, Year Built: 1974, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 28,162 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 33,794 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 130 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 422159, Location: US RT 130- NJ RT 90 INTER (Lat: 39.974389, Lng: -75.031311), Route carried "on" structure: Ramp US 130, Year Built: 1974, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 7,341 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 8,809 (year 2041), Design Load: HS 20, Features Intersected: RAMPS A&D OF NJ 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.490, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $300,000, Total Project Cost: $330,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 422159, Location: US RT 130- NJ RT 90 INTER (Lat: 39.974389, Lng: -75.031311), Route carried "on" structure: Ramp US 130, Year Built: 1974, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 7,341 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 8,809 (year 2041), Design Load: HS 20, Features Intersected: RAMPS A&D OF NJ 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.490, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $300,000, Total Project Cost: $330,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 42216, Location: 0.6 MI. NORTH OF CR 615 (Lat: 39.979531, Lng: -75.026211), Route carried "on" structure: Ramp US 130, Year Built: 1974, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,934 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 13,212 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 130 SOUTHBOUND, Facility Carried by Structure: RAMP"G"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.086, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 65.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 42216, Location: 0.6 MI. NORTH OF CR 615 (Lat: 39.979531, Lng: -75.026211), Route carried "on" structure: Ramp US 130, Year Built: 1974, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,934 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 13,212 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 130 SOUTHBOUND, Facility Carried by Structure: RAMP"G"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.086, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 65.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 433153, Location: 0.37 MI E OF US 130 JCT (Lat: 39.972831, Lng: -75.032539), Route carried "on" structure: Ramp State highway 130, Year Built: 1974, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 7,318 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,032 (year 2040), Design Load: HS 20+Mod, Features Intersected: NJ 90 & US 130 RAMP "A"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.490, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.24m (50.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Roadway Improvement Cost: $45,000, Total Project Cost: $494,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 433153, Location: 0.37 MI E OF US 130 JCT (Lat: 39.972831, Lng: -75.032539), Route carried "on" structure: Ramp State highway 130, Year Built: 1974, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 7,318 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,032 (year 2040), Design Load: HS 20+Mod, Features Intersected: NJ 90 & US 130 RAMP "A"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.490, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.24m (50.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Roadway Improvement Cost: $45,000, Total Project Cost: $494,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 433154, Location: 0.47 M WEST OF NJ 73 (Lat: 39.976050, Lng: -75.021250), Route carried "on" structure: County highway 644, Year Built: 1988, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 19,450 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 23,340 (year 2040), Design Load: HS 20+Mod, Features Intersected: NJ 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.238, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 54.4 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 433154, Location: 0.47 M WEST OF NJ 73 (Lat: 39.976050, Lng: -75.021250), Route carried "on" structure: County highway 644, Year Built: 1988, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 19,450 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 23,340 (year 2040), Design Load: HS 20+Mod, Features Intersected: NJ 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.238, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 54.4 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 433155, Location: 0.1 Mile West of NJ 73 (Lat: 39.975889, Lng: -75.015719), Route carried "on" structure: State highway 90, Year Built: 1988, Status: Open, Structure Length: 20.91m (68.60ft), Average Daily Traffic: 26,863 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 32,236 (year 2041), Features Intersected: FORK LND RD&S BR PENN CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.005, Lanes on structure: 4, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 433155, Location: 0.1 Mile West of NJ 73 (Lat: 39.975889, Lng: -75.015719), Route carried "on" structure: State highway 90, Year Built: 1988, Status: Open, Structure Length: 20.91m (68.60ft), Average Daily Traffic: 26,863 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 32,236 (year 2041), Features Intersected: FORK LND RD&S BR PENN CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.005, Lanes on structure: 4, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 43B006, Location: 0.16 MI W OF RT 130 (Lat: 39.933381, Lng: -75.086081), Route carried "on" structure: County highway 607, Year Built: 1924, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 8,708 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,450 (year 2041), Features Intersected: COOPER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,201,000, Roadway Improvement Cost: $169,000, Total Project Cost: $3,199,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 43B006, Location: 0.16 MI W OF RT 130 (Lat: 39.933381, Lng: -75.086081), Route carried "on" structure: County highway 607, Year Built: 1924, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 8,708 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,450 (year 2041), Features Intersected: COOPER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,201,000, Roadway Improvement Cost: $169,000, Total Project Cost: $3,199,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 450163, Location: 2.3MI NE OF US38&I676 JCT (Lat: 39.962969, Lng: -75.078039), Route carried "on" structure: County highway 543, Year Built: 1965, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 10,480 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 12,788 (year 2041), Features Intersected: BRDNTWN SCNDRY, NJT, RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.187, Lanes on structure: 2, Lanes under structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Roadway Improvement Cost: $7,000, Total Project Cost: $10,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450163, Location: 2.3MI NE OF US38&I676 JCT (Lat: 39.962969, Lng: -75.078039), Route carried "on" structure: County highway 543, Year Built: 1965, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 10,480 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 12,788 (year 2041), Features Intersected: BRDNTWN SCNDRY, NJT, RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.187, Lanes on structure: 2, Lanes under structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Roadway Improvement Cost: $7,000, Total Project Cost: $10,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 466152, Location: 1.5 MILES EAST OF US130 (Lat: 39.951489, Lng: -75.038131), Route carried "on" structure: County highway 537, Year Built: 2009, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 5,833 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HL 93, Features Intersected: ATLANTIC CITY LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.0 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: 57.3 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $165,000, Total Project Cost: $1,043,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 466152, Location: 1.5 MILES EAST OF US130 (Lat: 39.951489, Lng: -75.038131), Route carried "on" structure: County highway 537, Year Built: 2009, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 5,833 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HL 93, Features Intersected: ATLANTIC CITY LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.0 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: 57.3 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $165,000, Total Project Cost: $1,043,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 4500009, Location: 1.4 MI E OF BETSY ROSS BR (Lat: 39.975000, Lng: -75.045000), Route carried "on" structure: State highway 90, Year Built: 1975, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 42,687 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 52,086 (year 2038), Design Load: HS 20+Mod, Features Intersected: POCHACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 10, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 44.5m (146.0ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 4500009, Location: 1.4 MI E OF BETSY ROSS BR (Lat: 39.975000, Lng: -75.045000), Route carried "on" structure: State highway 90, Year Built: 1975, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 42,687 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 52,086 (year 2038), Design Load: HS 20+Mod, Features Intersected: POCHACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 10, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 44.5m (146.0ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 4500012, Location: 1.53 MI E OF BETSY ROSSBR (Lat: 39.973331, Lng: -75.041669), Route carried "on" structure: State highway 90, Year Built: 1975, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 42,690 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 51,228 (year 2038), Design Load: HS 20+Mod, Features Intersected: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: Local Toll Authority, Approaching Roadway Width: 49.4m (162.1ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 49.4m (162.1ft), Out-to-Out Width: 50.6m (166.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.3 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4500012, Location: 1.53 MI E OF BETSY ROSSBR (Lat: 39.973331, Lng: -75.041669), Route carried "on" structure: State highway 90, Year Built: 1975, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 42,690 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 51,228 (year 2038), Design Load: HS 20+Mod, Features Intersected: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: Local Toll Authority, Approaching Roadway Width: 49.4m (162.1ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 49.4m (162.1ft), Out-to-Out Width: 50.6m (166.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.3 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4500013, Location: 1.7 MI E OF BETSY ROSS BR (Lat: 39.973331, Lng: -75.038331), Route carried "on" structure: State highway 90, Year Built: 1975, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 42,690 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 50,242 (year 2038), Design Load: HS 20+Mod, Features Intersected: US ROUTE 130
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 10, Lanes under structure: 8, Base Highway Network: Yes, Owner: Local Toll Authority, Approaching Roadway Width: 55.5m (182.1ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 54.9m (180.1ft), Out-to-Out Width: 56.7m (186.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4500013, Location: 1.7 MI E OF BETSY ROSS BR (Lat: 39.973331, Lng: -75.038331), Route carried "on" structure: State highway 90, Year Built: 1975, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 42,690 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 50,242 (year 2038), Design Load: HS 20+Mod, Features Intersected: US ROUTE 130
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 10, Lanes under structure: 8, Base Highway Network: Yes, Owner: Local Toll Authority, Approaching Roadway Width: 55.5m (182.1ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 54.9m (180.1ft), Out-to-Out Width: 56.7m (186.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4500014, Location: 2.09 MI E OF BETSY ROSSBR (Lat: 39.975000, Lng: -75.031669), Route carried "on" structure: Ramp State highway 130, Year Built: 1975, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 12,766 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,318 (year 2040), Design Load: HS 20+Mod, Features Intersected: NJ ROUTE 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.474, Lanes on structure: 2, Lanes under structure: 6, Owner: Local Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4500014, Location: 2.09 MI E OF BETSY ROSSBR (Lat: 39.975000, Lng: -75.031669), Route carried "on" structure: Ramp State highway 130, Year Built: 1975, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 12,766 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,318 (year 2040), Design Load: HS 20+Mod, Features Intersected: NJ ROUTE 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.474, Lanes on structure: 2, Lanes under structure: 6, Owner: Local Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4500015, Location: 3.2 MI E OF BETSY ROSS BR (Lat: 39.976669, Lng: -75.030000), Route carried "on" structure: Ramp State highway 130, Year Built: 1975, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 8,439 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,287 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 130 NORTHBOUND, Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.764, Lanes on structure: 1, Lanes under structure: 3, Owner: Local Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4500015, Location: 3.2 MI E OF BETSY ROSS BR (Lat: 39.976669, Lng: -75.030000), Route carried "on" structure: Ramp State highway 130, Year Built: 1975, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 8,439 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,287 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 130 NORTHBOUND, Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.764, Lanes on structure: 1, Lanes under structure: 3, Owner: Local Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 40615, Location: 0.1 Mi E / Airport Circle (Lat: 39.933531, Lng: -75.080361), Route carried "under" structure: Ramp US 30, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 2,676 (year 2020), Truck Traffic: 4%, Features Intersected: NJ 38 & RAMP
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 5.134, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 40615, Location: 0.1 Mi E / Airport Circle (Lat: 39.933531, Lng: -75.080361), Route carried "under" structure: Ramp US 30, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 2,676 (year 2020), Truck Traffic: 4%, Features Intersected: NJ 38 & RAMP
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 5.134, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Find on map >> Show street view
Structure Number: 40615, Location: 0.1 Mi E / Airport Circle (Lat: 39.933531, Lng: -75.080361), Route carried "under" structure: State highway 38, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 56,259 (year 2020), Truck Traffic: 4%, Features Intersected: NJ 38 & RAMP, Facility Carried by Structure: US 30 WB
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.177, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 40615, Location: 0.1 Mi E / Airport Circle (Lat: 39.933531, Lng: -75.080361), Route carried "under" structure: State highway 38, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 56,259 (year 2020), Truck Traffic: 4%, Features Intersected: NJ 38 & RAMP, Facility Carried by Structure: US 30 WB
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.177, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Find on map >> Show street view
Structure Number: 406151, Location: AT AIRPORT CIRCLE (Lat: 39.933119, Lng: -75.082719), Route carried "under" structure: Ramp US 130, Year Built: 1946, Structure Length: 0. m, Average Daily Traffic: 23,567 (year 2020), Truck Traffic: 4%, Features Intersected: ROUTE US 130 NB RAMP, Facility Carried by Structure: ROUTE US 30 EB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 49.391, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 406151, Location: AT AIRPORT CIRCLE (Lat: 39.933119, Lng: -75.082719), Route carried "under" structure: Ramp US 130, Year Built: 1946, Structure Length: 0. m, Average Daily Traffic: 23,567 (year 2020), Truck Traffic: 4%, Features Intersected: ROUTE US 130 NB RAMP, Facility Carried by Structure: ROUTE US 30 EB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 49.391, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.7m (44.9ft)
Find on map >> Show street view
Structure Number: 406152, Location: AT AIRPORT CIRCLE (Lat: 39.934650, Lng: -75.081069), Route carried "under" structure: US 130, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 44,168 (year 2020), Truck Traffic: 4%, Features Intersected: US 130, Facility Carried by Structure: US 30 WB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 49.391, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 406152, Location: AT AIRPORT CIRCLE (Lat: 39.934650, Lng: -75.081069), Route carried "under" structure: US 130, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 44,168 (year 2020), Truck Traffic: 4%, Features Intersected: US 130, Facility Carried by Structure: US 30 WB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 49.391, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Find on map >> Show street view
Structure Number: 406153, Location: AT AIRPORT CIRCLE (Lat: 39.934061, Lng: -75.083239), Route carried "under" structure: US 130, Year Built: 1946, Structure Length: 0. m, Average Daily Traffic: 20,264 (year 2020), Truck Traffic: 4%, Features Intersected: US 130 SB, Facility Carried by Structure: US 30 EB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 49.246, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 406153, Location: AT AIRPORT CIRCLE (Lat: 39.934061, Lng: -75.083239), Route carried "under" structure: US 130, Year Built: 1946, Structure Length: 0. m, Average Daily Traffic: 20,264 (year 2020), Truck Traffic: 4%, Features Intersected: US 130 SB, Facility Carried by Structure: US 30 EB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 49.246, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft)
Find on map >> Show street view
Structure Number: 406162, Location: 5.2 MI WEST OF RT 41 (Lat: 39.933469, Lng: -75.082150), Route carried "under" structure: US 130, Year Built: 1946, Structure Length: 0. m, Average Daily Traffic: 41,651 (year 2020), Truck Traffic: 4%, Features Intersected: Route US 130 NB, Facility Carried by Structure: RT 30 RAMP TO 38
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 49.278, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: 406162, Location: 5.2 MI WEST OF RT 41 (Lat: 39.933469, Lng: -75.082150), Route carried "under" structure: US 130, Year Built: 1946, Structure Length: 0. m, Average Daily Traffic: 41,651 (year 2020), Truck Traffic: 4%, Features Intersected: Route US 130 NB, Facility Carried by Structure: RT 30 RAMP TO 38
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 49.278, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 14.0m (45.9ft)
Find on map >> Show street view
Structure Number: 407151, Location: 0.44 MI EAST OF US 130 (Lat: 39.934019, Lng: -75.074019), Route carried "under" structure: State highway 38, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 59,011 (year 2021), Truck Traffic: 4%, Features Intersected: NJ 38 AND NJ 70, Facility Carried by Structure: N. Browning Road
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.708, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 407151, Location: 0.44 MI EAST OF US 130 (Lat: 39.934019, Lng: -75.074019), Route carried "under" structure: State highway 38, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 59,011 (year 2021), Truck Traffic: 4%, Features Intersected: NJ 38 AND NJ 70, Facility Carried by Structure: N. Browning Road
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.708, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Find on map >> Show street view
Structure Number: 407151, Location: 0.44 MI EAST OF US 130 (Lat: 39.934019, Lng: -75.074019), Route carried "under" structure: State highway 70, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 58,457 (year 2021), Truck Traffic: 4%, Features Intersected: NJ 38 AND NJ 70, Facility Carried by Structure: N. Browning Road
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 407151, Location: 0.44 MI EAST OF US 130 (Lat: 39.934019, Lng: -75.074019), Route carried "under" structure: State highway 70, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 58,457 (year 2021), Truck Traffic: 4%, Features Intersected: NJ 38 AND NJ 70, Facility Carried by Structure: N. Browning Road
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Find on map >> Show street view
Structure Number: 41315, Location: 5 MI W. of I-295 JCT (Lat: 39.934831, Lng: -75.070169), Route carried "under" structure: State highway 38, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 61,477 (year 2019), Truck Traffic: 4%, Features Intersected: NJ 38, Facility Carried by Structure: NJ 70 WB
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 1.030, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft)
Structure Number: 41315, Location: 5 MI W. of I-295 JCT (Lat: 39.934831, Lng: -75.070169), Route carried "under" structure: State highway 38, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 61,477 (year 2019), Truck Traffic: 4%, Features Intersected: NJ 38, Facility Carried by Structure: NJ 70 WB
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 1.030, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft)
Find on map >> Show street view
Structure Number: 41615, Location: PENNSAUKEN TWP AT 73-130 (Lat: 39.981431, Lng: -75.016139), Route carried "under" structure: State highway 73, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 48,768 (year 2021), Truck Traffic: 4%, Features Intersected: NJ ROUTE 73, Facility Carried by Structure: Haddonfield Road
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 53.301, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
Structure Number: 41615, Location: PENNSAUKEN TWP AT 73-130 (Lat: 39.981431, Lng: -75.016139), Route carried "under" structure: State highway 73, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 48,768 (year 2021), Truck Traffic: 4%, Features Intersected: NJ ROUTE 73, Facility Carried by Structure: Haddonfield Road
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 53.301, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
Find on map >> Show street view
Structure Number: 416151, Location: 0.5 MI N of Pennsauken Cr (Lat: 39.983731, Lng: -75.017550), Route carried "under" structure: US 130, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 69,484 (year 2021), Truck Traffic: 4%, Features Intersected: ROUTE US 130, Facility Carried by Structure: RT 73 & RAMP G
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 57.180, Lanes on structure: 8, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 416151, Location: 0.5 MI N of Pennsauken Cr (Lat: 39.983731, Lng: -75.017550), Route carried "under" structure: US 130, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 69,484 (year 2021), Truck Traffic: 4%, Features Intersected: ROUTE US 130, Facility Carried by Structure: RT 73 & RAMP G
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 57.180, Lanes on structure: 8, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Find on map >> Show street view
Structure Number: 422153, Location: 2.15 MI S OF RT 90 JCT (Lat: 39.949961, Lng: -75.066100), Route carried "under" structure: US 130, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 42,938 (year 2021), Truck Traffic: 4%, Features Intersected: US 130, Facility Carried by Structure: FEDERAL STREET
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 51.547, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 422153, Location: 2.15 MI S OF RT 90 JCT (Lat: 39.949961, Lng: -75.066100), Route carried "under" structure: US 130, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 42,938 (year 2021), Truck Traffic: 4%, Features Intersected: US 130, Facility Carried by Structure: FEDERAL STREET
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 51.547, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Find on map >> Show street view
Structure Number: 422158, Location: NJ 90 &US 130 INTERCHANGE (Lat: 39.974661, Lng: -75.033461), Route carried "under" structure: US 130, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 20,461 (year 2021), Truck Traffic: 4%, Features Intersected: US 130 NB, Facility Carried by Structure: NJ 90 RAMP E
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 55.474, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 422158, Location: NJ 90 &US 130 INTERCHANGE (Lat: 39.974661, Lng: -75.033461), Route carried "under" structure: US 130, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 20,461 (year 2021), Truck Traffic: 4%, Features Intersected: US 130 NB, Facility Carried by Structure: NJ 90 RAMP E
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 55.474, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
Find on map >> Show street view
Structure Number: 422159, Location: US RT 130- NJ RT 90 INTER (Lat: 39.974389, Lng: -75.031311), Route carried "under" structure: Ramp US 130, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 5,262 (year 2021), Truck Traffic: 5%, Features Intersected: RAMPS A&D OF NJ 90
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 55.490, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 422159, Location: US RT 130- NJ RT 90 INTER (Lat: 39.974389, Lng: -75.031311), Route carried "under" structure: Ramp US 130, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 5,262 (year 2021), Truck Traffic: 5%, Features Intersected: RAMPS A&D OF NJ 90
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 55.490, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Find on map >> Show street view
Structure Number: 422159, Location: US RT 130- NJ RT 90 INTER (Lat: 39.974389, Lng: -75.031311), Route carried "under" structure: Ramp US 130, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 5,375 (year 2021), Truck Traffic: 5%, Features Intersected: RAMPS A&D OF NJ 90
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 55.490, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 422159, Location: US RT 130- NJ RT 90 INTER (Lat: 39.974389, Lng: -75.031311), Route carried "under" structure: Ramp US 130, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 5,375 (year 2021), Truck Traffic: 5%, Features Intersected: RAMPS A&D OF NJ 90
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 55.490, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Find on map >> Show street view
Structure Number: 42216, Location: 0.6 MI. NORTH OF CR 615 (Lat: 39.979531, Lng: -75.026211), Route carried "under" structure: US 130, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 20,461 (year 2021), Truck Traffic: 4%, Features Intersected: US 130 SOUTHBOUND, Facility Carried by Structure: RAMP"G"
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 56.086, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 42216, Location: 0.6 MI. NORTH OF CR 615 (Lat: 39.979531, Lng: -75.026211), Route carried "under" structure: US 130, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 20,461 (year 2021), Truck Traffic: 4%, Features Intersected: US 130 SOUTHBOUND, Facility Carried by Structure: RAMP"G"
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 56.086, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Find on map >> Show street view
Structure Number: 433153, Location: 0.37 MI E OF US 130 JCT (Lat: 39.972831, Lng: -75.032539), Route carried "under" structure: State highway 90, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 26,154 (year 2020), Truck Traffic: 5%, Features Intersected: NJ 90 & US 130 RAMP "A", Facility Carried by Structure: US 130 RAMP "F"
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 3.283, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 433153, Location: 0.37 MI E OF US 130 JCT (Lat: 39.972831, Lng: -75.032539), Route carried "under" structure: State highway 90, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 26,154 (year 2020), Truck Traffic: 5%, Features Intersected: NJ 90 & US 130 RAMP "A", Facility Carried by Structure: US 130 RAMP "F"
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 3.283, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Find on map >> Show street view
Structure Number: 433153, Location: 0.37 MI E OF US 130 JCT (Lat: 39.972831, Lng: -75.032539), Route carried "under" structure: Ramp State highway 130, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 1,953 (year 2020), Truck Traffic: 4%, Features Intersected: NJ 90 & US 130 RAMP "A"
Minimum Vertical Clearance: 4.43m (14.53ft), Kilometerpoint: 55.490, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 433153, Location: 0.37 MI E OF US 130 JCT (Lat: 39.972831, Lng: -75.032539), Route carried "under" structure: Ramp State highway 130, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 1,953 (year 2020), Truck Traffic: 4%, Features Intersected: NJ 90 & US 130 RAMP "A"
Minimum Vertical Clearance: 4.43m (14.53ft), Kilometerpoint: 55.490, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Find on map >> Show street view
Structure Number: 433154, Location: 0.47 M WEST OF NJ 73 (Lat: 39.976050, Lng: -75.021250), Route carried "under" structure: State highway 90, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 26,475 (year 2020), Truck Traffic: 5%, Features Intersected: NJ 90, Facility Carried by Structure: HADDON RD (CR 644)
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 4.313, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 433154, Location: 0.47 M WEST OF NJ 73 (Lat: 39.976050, Lng: -75.021250), Route carried "under" structure: State highway 90, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 26,475 (year 2020), Truck Traffic: 5%, Features Intersected: NJ 90, Facility Carried by Structure: HADDON RD (CR 644)
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 4.313, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Find on map >> Show street view
Structure Number: 433155, Location: 0.1 Mile West of NJ 73 (Lat: 39.975889, Lng: -75.015719), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 5,029 (year 2021), Truck Traffic: 3%, Features Intersected: FORK LND RD&S BR PENN CK, Facility Carried by Structure: NJ 90
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 433155, Location: 0.1 Mile West of NJ 73 (Lat: 39.975889, Lng: -75.015719), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 5,029 (year 2021), Truck Traffic: 3%, Features Intersected: FORK LND RD&S BR PENN CK, Facility Carried by Structure: NJ 90
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Find on map >> Show street view
Structure Number: 450163, Location: 2.3MI NE OF US38&I676 JCT (Lat: 39.962969, Lng: -75.078039), Route carried "under" structure: ServiceOther road , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 16 (year 2021), Truck Traffic: 1%, Features Intersected: BRDNTWN SCNDRY, NJT, RD, Facility Carried by Structure: RIVER RD (CR 543)
Minimum Vertical Clearance: 6.78m (22.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 450163, Location: 2.3MI NE OF US38&I676 JCT (Lat: 39.962969, Lng: -75.078039), Route carried "under" structure: ServiceOther road , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 16 (year 2021), Truck Traffic: 1%, Features Intersected: BRDNTWN SCNDRY, NJT, RD, Facility Carried by Structure: RIVER RD (CR 543)
Minimum Vertical Clearance: 6.78m (22.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Find on map >> Show street view
Structure Number: 4500012, Location: 1.53 MI E OF BETSY ROSSBR (Lat: 39.973331, Lng: -75.041669), Route carried "under" structure: County highway 615, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 6,079 (year 2018), Truck Traffic: 4%, Features Intersected: UNION AVENUE, Facility Carried by Structure: ROUTE NJ 90
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 2.655, Lanes on structure: 10, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 4500012, Location: 1.53 MI E OF BETSY ROSSBR (Lat: 39.973331, Lng: -75.041669), Route carried "under" structure: County highway 615, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 6,079 (year 2018), Truck Traffic: 4%, Features Intersected: UNION AVENUE, Facility Carried by Structure: ROUTE NJ 90
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 2.655, Lanes on structure: 10, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Find on map >> Show street view
Structure Number: 4500013, Location: 1.7 MI E OF BETSY ROSS BR (Lat: 39.973331, Lng: -75.038331), Route carried "under" structure: US 130, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 43,121 (year 2018), Truck Traffic: 4%, Features Intersected: US ROUTE 130, Facility Carried by Structure: ROUTE NJ 90
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 55.007, Lanes on structure: 10, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
Structure Number: 4500013, Location: 1.7 MI E OF BETSY ROSS BR (Lat: 39.973331, Lng: -75.038331), Route carried "under" structure: US 130, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 43,121 (year 2018), Truck Traffic: 4%, Features Intersected: US ROUTE 130, Facility Carried by Structure: ROUTE NJ 90
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 55.007, Lanes on structure: 10, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
Find on map >> Show street view
Structure Number: 4500014, Location: 2.09 MI E OF BETSY ROSSBR (Lat: 39.975000, Lng: -75.031669), Route carried "under" structure: State highway 90, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 32,450 (year 2020), Truck Traffic: 5%, Features Intersected: NJ ROUTE 90, Facility Carried by Structure: ROUTE 130 (RAMP D)
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 3.219, 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: 4500014, Location: 2.09 MI E OF BETSY ROSSBR (Lat: 39.975000, Lng: -75.031669), Route carried "under" structure: State highway 90, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 32,450 (year 2020), Truck Traffic: 5%, Features Intersected: NJ ROUTE 90, Facility Carried by Structure: ROUTE 130 (RAMP D)
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
Find on map >> Show street view
Structure Number: 4500015, Location: 3.2 MI E OF BETSY ROSS BR (Lat: 39.976669, Lng: -75.030000), Route carried "under" structure: US 130, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 22,880 (year 2020), Truck Traffic: 4%, Features Intersected: US 130 NORTHBOUND, Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 55.764, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft)
Structure Number: 4500015, Location: 3.2 MI E OF BETSY ROSS BR (Lat: 39.976669, Lng: -75.030000), Route carried "under" structure: US 130, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 22,880 (year 2020), Truck Traffic: 4%, Features Intersected: US 130 NORTHBOUND, Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 55.764, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft)