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


  • National Bridge Inventory (NBI) Statistics
  • 23Number of bridges
  • 161ft / 48.6mTotal length
  • $2,798,000Total costs
  • 991,025Total average daily traffic
  • 50,429Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Blackwood
  • No street view available for this location

New bridges in Blackwood, NJ - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 11940-1949
  • 161950-1959
  • 21960-1969
  • 21980-1989
  • 12000-2009
Average Bridge Daily Traffic in Blackwood, NJ
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 7.1%Good
  • 85.7%Satisfactory
  • 7.1%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 7.1%Very good
  • 50.0%Good
  • 28.6%Satisfactory
  • 14.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 21.4%Good
  • 71.4%Satisfactory
  • 7.1%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 42.9%Good
  • 57.1%Satisfactory
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Structure Number: 411153,  Location: 0.33 MILES N OF CR168 (Lat: 39.783689,  Lng: -75.049139),  Route carried "on" structure: County highway 673,  Year Built: 1958,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 14,544 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,454 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE NJ 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than 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: 411154,  Location: .78 MILE SOUTH OF 534 JCT (Lat: 39.791969,  Lng: -75.050139),  Route carried "on" structure: Other road ,  Year Built: 1958,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 9,431 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,507 (year 2040),  Design Load: HS 20,  Features Intersected: NJ 42,  Facility Carried by Structure: DAVISTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 411156,  Location: 0.67 MI S OF COLES ROAD (Lat: 39.802519,  Lng: -75.054981),  Route carried "on" structure: State highway 42,  Year Built: 1958,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 69,353 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 84,624 (year 2040),  Design Load: HS 20,  Features Intersected: BLCKWD CLEM. RD (CR 534)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.178,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 411157,  Location: 1.2 MI S OF 42-168 JCT (Lat: 39.802669,  Lng: -75.055719),  Route carried "on" structure: State highway 42,  Year Built: 1958,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 69,223 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,068 (year 2040),  Design Load: HS 20,  Features Intersected: BLACKWOOD CLEMENTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.178,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 55.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $336,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 411158,  Location: 0.36 MILE EAST OF 168 JCT (Lat: 39.811031,  Lng: -75.061861),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 6,630 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,956 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE NJ 42,  Facility Carried by Structure: COLES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  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: Good,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,063,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 411159,  Location: JCT OF NJ 42 & NJ 168 (Lat: 39.816581,  Lng: -75.068031),  Route carried "on" structure: State highway 42,  Year Built: 1956,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 66,325 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 79,590 (year 2040),  Design Load: HS 20,  Features Intersected: NJ 168
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $252,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $391,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41116,  Location: JCT OF RT 42 & 168 (Lat: 39.816611,  Lng: -75.068311),  Route carried "on" structure: State highway 42,  Year Built: 1956,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 64,080 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,908 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE NJ 168
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $228,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $353,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 411162,  Location: .2 MILE NORTH OF 168 JCT (Lat: 39.818000,  Lng: -75.071100),  Route carried "on" structure: State highway 42,  Year Built: 1957,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 58,667 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 105,600 (year 2040),  Design Load: HS 20,  Features Intersected: CONRAIL (ABANDONED)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 16.431,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $356,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $506,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 48B001,  Location: 1.49 MI S OF RT 42 (Lat: 39.804919,  Lng: -75.075489),  Route carried "on" structure: County highway 681,  Year Built: 2005,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 5,202 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,242 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: S BR BIG TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.4 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $28,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48B002,  Location: .39 MILE WEST OF NJ 168 (Lat: 39.801919,  Lng: -75.073300),  Route carried "on" structure: County highway 534,  Year Built: 1922,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 11,124 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,349 (year 2041),  Design Load: H 20,  Features Intersected: SO.BR TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.486,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.6 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 corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $121,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 48C011,  Location: 0.36 MI W OF TR 168 (Lat: 39.786939,  Lng: -75.064581),  Route carried "on" structure: County highway 747,  Year Built: 1941,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 5,817 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 68,981 (year 2041),  Design Load: H 20,  Features Intersected: S BRANCH TIMBER CREEK,  Facility Carried by Structure: LAKELAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable 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: 48C023,  Location: 0.14 MI W OF LAKELAND RD (Lat: 39.788019,  Lng: -75.067519),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 65 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 78 (year 2041),  Features Intersected: SO BR TIMBER CREEK,  Facility Carried by Structure: LAKELAND SWR PT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special 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: 803K04,  Location: 0.97 mi EAST of RT NJ 55 (Lat: 39.814939,  Lng: -75.088869),  Route carried "on" structure: County highway 706,  Year Built: 1984,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 8,920 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,704 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BIG TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.559,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy
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Structure Number: 820166,  Location: 2.0 MI NORTH OF US 322 (Lat: 39.798619,  Lng: -75.316411),  Route carried "on" structure: Interstate 295,  Year Built: 1968,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 58,456 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 70,147 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.402,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: 820167,  Location: 2.4 MI NORTH OF US 322 (Lat: 39.802600,  Lng: -75.312700),  Route carried "on" structure: Ramp US 130,  Year Built: 1968,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 12,195 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,595 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.676,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 832163,  Location: 1.60 MILE S OF NJ 42 (Lat: 39.807969,  Lng: -75.104581),  Route carried "on" structure: State highway 55,  Year Built: 1985,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 79,016 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 115,111 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: ALMONESSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.376,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: 411153,  Location: 0.33 MILES N OF CR168 (Lat: 39.783689,  Lng: -75.049139),  Route carried "under" structure: State highway 42,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 96,217 (year 2020),  Truck Traffic: 5%,  Features Intersected: ROUTE NJ 42,  Facility Carried by Structure: COLLEGE DR (CR673)
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 12.038,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 411154,  Location: .78 MILE SOUTH OF 534 JCT (Lat: 39.791969,  Lng: -75.050139),  Route carried "under" structure: State highway 42,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 138,496 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 42,  Facility Carried by Structure: DAVISTOWN RD
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 12.923,  Lanes on structure: 2,  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: 411156,  Location: 0.67 MI S OF COLES ROAD (Lat: 39.802519,  Lng: -75.054981),  Route carried "under" structure: County highway 534,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 21,375 (year 2020),  Truck Traffic: 5%,  Features Intersected: BLCKWD CLEM. RD (CR 534),  Facility Carried by Structure: NJ-42
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 8.111,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 411157,  Location: 1.2 MI S OF 42-168 JCT (Lat: 39.802669,  Lng: -75.055719),  Route carried "under" structure: County highway 534,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 29,425 (year 2020),  Truck Traffic: 4%,  Features Intersected: BLACKWOOD CLEMENTON ROAD,  Facility Carried by Structure: RT NJ42 SOUTHBOUND
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 7.162,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 411158,  Location: 0.36 MILE EAST OF 168 JCT (Lat: 39.811031,  Lng: -75.061861),  Route carried "under" structure: State highway 42,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 134,600 (year 2020),  Truck Traffic: 5%,  Features Intersected: ROUTE NJ 42,  Facility Carried by Structure: COLES ROAD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 15.257,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 411159,  Location: JCT OF NJ 42 & NJ 168 (Lat: 39.816581,  Lng: -75.068031),  Route carried "under" structure: State highway 168,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 16,044 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 168,  Facility Carried by Structure: NJ 42 NB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 5.536,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 41116,  Location: JCT OF RT 42 & 168 (Lat: 39.816611,  Lng: -75.068311),  Route carried "under" structure: State highway 168,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 15,820 (year 2020),  Truck Traffic: 4%,  Features Intersected: ROUTE NJ 168,  Facility Carried by Structure: ROUTE NJ 42 SB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 5.504,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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