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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 in Pennsauken, NJ - historical statistics
  • New bridges - historical statistics
  • 31920-1929
  • 21930-1939
  • 61940-1949
  • 41950-1959
  • 131960-1969
  • 201970-1979
  • 41980-1989
  • 12000-2009
Reconstructed bridges in Pennsauken, NJ - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 11960-1969
  • 01970-1979
  • 41980-1989
  • 01990-1999
  • 22000-2009
Average Bridge Daily Traffic in Pennsauken, NJ
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 32.0%Good
  • 40.0%Satisfactory
  • 20.0%Fair
  • 8.0%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.0%Very good
  • 8.0%Good
  • 56.0%Satisfactory
  • 20.0%Fair
  • 4.0%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 4.0%Very good
  • 24.0%Good
  • 52.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 25.0%Very good
  • 25.0%Good
  • 50.0%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Good
  • 66.7%Satisfactory
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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