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Bridge Statistics for Lawnside, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 105ft / 32.3mTotal length
  • $2,028,000Total costs
  • 497,333Total average daily traffic
  • 48,179Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Lawnside
  • No street view available for this location

New bridges in Lawnside, NJ - historical statistics
  • New bridges - historical statistics
  • 61950-1959
  • 61960-1969
  • 11980-1989
Average Bridge Daily Traffic in Lawnside, NJ
Average Bridge Truck Traffic in Lawnside, NJ
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 37.5%Good
  • 50.0%Satisfactory
  • 12.5%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 25.0%Good
  • 50.0%Satisfactory
  • 25.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 50.0%Good
  • 50.0%Satisfactory
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Structure Number: 42915,  Location: AT I-295 EXIT 30 (Lat: 39.872111,  Lng: -75.037611),  Route carried "on" structure: County highway 669,  Year Built: 1962,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 13,123 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,747 (year 2035),  Design Load: HS 20,  Features Intersected: I-295,  Facility Carried by Structure: WARWICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.516,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $791,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $870,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 429151,  Location: 0.99 MILES NORTH OF US 30 (Lat: 39.871119,  Lng: -75.032150),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 368 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 442 (year 2040),  Design Load: HS 20,  Features Intersected: I-295,  Facility Carried by Structure: LUNDY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  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: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $582,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $882,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 429154,  Location: 2.92 MI SOUTH OF RT 70 (Lat: 39.875669,  Lng: -75.015919),  Route carried "on" structure: Interstate 295,  Year Built: 1962,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 73,300 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 87,900 (year 2041),  Design Load: HS 20,  Features Intersected: PATCO Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.322,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 45D013,  Location: .54 MI. W BURNT MILL ROAD (Lat: 39.870561,  Lng: -75.016281),  Route carried "on" structure: County highway 667,  Year Built: 1967,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 5,687 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,824 (year 2041),  Design Load: HS 20,  Features Intersected: SO BRANCH COOPER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.642,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 46D005,  Location: 0.68 MI E OF RT 30 (Lat: 39.859261,  Lng: -75.015969),  Route carried "on" structure: County highway 544,  Year Built: 1980,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 10,014 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,017 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: COOPER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.560,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M02771,  Location: 1.75 MI NORTH OF EXIT 3 (Lat: 39.865156,  Lng: -75.042894),  Route carried "on" structure: Other road NJTPK,  Year Built: 1950,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 47,832 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 58,364 (year 2040),  Design Load: HS 20,  Features Intersected: PRSL RR, E. ATLANTIC AVE,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.933,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 34.0 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: 26.2 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 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: M02795,  Location: 2 MI NORTH OF EXIT 3 (Lat: 39.865861,  Lng: -75.038583),  Route carried "on" structure: Other road NJTPK,  Year Built: 1950,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 65,205 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 79,562 (year 2040),  Design Load: HS 20,  Features Intersected: US 30 (WHITEHORSE PIKE),  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.319,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 33.4 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy
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Structure Number: M02819,  Location: 2.2 MI NORTH OF EXIT 3 (Lat: 39.867194,  Lng: -75.034283),  Route carried "on" structure: County highway 669,  Year Built: 1950,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 17,977 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,573 (year 2040),  Design Load: H 20,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: WARWICK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.856,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 23.3 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: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.39m (17.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $165,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $276,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 42915,  Location: AT I-295 EXIT 30 (Lat: 39.872111,  Lng: -75.037611),  Route carried "under" structure: County highway 669,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 13,653 (year 2019),  Truck Traffic: 4%,  Features Intersected: I-295,  Facility Carried by Structure: WARWICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.516,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 429151,  Location: 0.99 MILES NORTH OF US 30 (Lat: 39.871119,  Lng: -75.032150),  Route carried "under" structure: Interstate 295,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 140,430 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: LUNDY STREET
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 49.793,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: M02771,  Location: 1.75 MI NORTH OF EXIT 3 (Lat: 39.865156,  Lng: -75.042894),  Route carried "under" structure: County highway 727,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 3,294 (year 2020),  Truck Traffic: 3%,  Features Intersected: PRSL RR, E. ATLANTIC AVE,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 7.80m (25.59ft),  Kilometerpoint: 8.175,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: M02795,  Location: 2 MI NORTH OF EXIT 3 (Lat: 39.865861,  Lng: -75.038583),  Route carried "under" structure: US 30,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 41,246 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 30 (WHITEHORSE PIKE),  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 14.211,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: M02819,  Location: 2.2 MI NORTH OF EXIT 3 (Lat: 39.867194,  Lng: -75.034283),  Route carried "under" structure: Other road NJTPK,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 65,204 (year 2020),  Truck Traffic: 16%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: WARWICK RD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 45.609,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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