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

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Structure Number: 805B02,  Location: 0.82 mi. WEST of I-295 (Lat: 39.760511,  Lng: -75.383819),  Route carried "on" structure: County highway 602,  Year Built: 1982,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,204 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,045 (year 2040),  Design Load: HS 20,  Features Intersected: TIDE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81715,  Location: 0.5 MI N OF CO. 620 JCT (Lat: 39.790411,  Lng: -75.387150),  Route carried "on" structure: US 130,  Year Built: 1941,  Year Reconstructed: 1951,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,845 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,215 (year 2041),  Features Intersected: BIG BIRCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.013,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $351,000,  Total Project Cost: $404,000 ( Estimate for 2021)

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Structure Number: 1700141,  Location: 1.1 MI. NORTH OF I-295 (Lat: 39.748611,  Lng: -75.406669),  Route carried "on" structure: County highway 643,  Year Built: 1970,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 5,101 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,121 (year 2041),  Design Load: HS 20,  Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.7 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than 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

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Structure Number: 1700199,  Location: 1.6 MILES EAST OF US 130 (Lat: 39.761069,  Lng: -75.401931),  Route carried "on" structure: County highway 642,  Year Built: 2010,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 2,040 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,450 (year 2041),  Design Load: HL 93,  Features Intersected: OLDMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.637,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 44.7 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: 36.0 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1710152,  Location: 0.6 mi of S of CR620 JCT (Lat: 39.784600,  Lng: -75.407000),  Route carried "on" structure: US 130,  Year Built: 1936,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 3,995 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,794 (year 2040),  Design Load: H 20,  Features Intersected: Oldmans Creek
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 14.194,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 1.2m (3.9ft), Horizontal Clearance: 22.9m (75.1ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1712158,  Location: 0.21 MILES N OF CR 644 (Lat: 39.728789,  Lng: -75.412081),  Route carried "on" structure: Interstate 295,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 20,060 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,070 (year 2041),  Design Load: H 20,  Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.863,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 46.3 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $938,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,365,000 ( Estimate for 2019)

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Structure Number: 1712159,  Location: 0.21 MI NORTH OF CR 644 (Lat: 39.729250,  Lng: -75.412039),  Route carried "on" structure: Interstate 295,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 19,920 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 23,905 (year 2041),  Design Load: H 20,  Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.863,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 46.3 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $938,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,365,000 ( Estimate for 2019)

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Structure Number: 171216,  Location: 4.6 MI SOUTH OF RT 322 (Lat: 39.732919,  Lng: -75.406000),  Route carried "on" structure: County highway 643,  Year Built: 1965,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 1,050 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,260 (year 2040),  Design Load: HS 20,  Features Intersected: I-295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 63.5 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: Equal to present desirable criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,090,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,546,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1712163,  Location: 3.5 MI NE OF I-295&48 JCT (Lat: 39.741581,  Lng: -75.391450),  Route carried "on" structure: County highway 602,  Year Built: 1965,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 635 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 760 (year 2041),  Design Load: HS 20,  Features Intersected: I-295,  Facility Carried by Structure: PEDRICKTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.263,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,161,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $1,642,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 171216,  Location: 4.6 MI SOUTH OF RT 322 (Lat: 39.732919,  Lng: -75.406000),  Route carried "under" structure: Interstate 295,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 41,646 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-295,  Facility Carried by Structure: STRGHN MLL RD(643)
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 11.507,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 1712163,  Location: 3.5 MI NE OF I-295&48 JCT (Lat: 39.741581,  Lng: -75.391450),  Route carried "under" structure: Interstate 295,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 39,980 (year 2021),  Truck Traffic: 14%,  Features Intersected: I-295,  Facility Carried by Structure: PEDRICKTOWN ROAD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 13.148,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)