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

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Structure Number: 403151,  Location: 0.2 MI E OF RT 295 (Lat: 39.919531,  Lng: -74.975939),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 106 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 127 (year 2041),  Features Intersected: S BR PENNSAUKEN CRK TRIB,  Facility Carried by Structure: CHAPEL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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

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Structure Number: 429161,  Location: 0.89 MI NORTH OF NJ 70 (Lat: 39.921039,  Lng: -74.978511),  Route carried "on" structure: City street I-295,  Year Built: 1963,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 5,837 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,004 (year 2040),  Design Load: HS 20,  Features Intersected: I-295,  Facility Carried by Structure: CHAPEL AVENUE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 57.437,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  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: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 70.8 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.46m (17.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,207,000,  Roadway Improvement Cost: $227,000,  Total Project Cost: $1,872,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 429162,  Location: 1.1 MI NORTH OF RT 70 (Lat: 39.923031,  Lng: -74.977419),  Route carried "on" structure: Interstate 295,  Year Built: 1963,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 129,295 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 155,154 (year 2040),  Design Load: HS 20,  Features Intersected: SO.BR.PENNSAUKEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.695,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.9m (157.2ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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 2020

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Structure Number: 43E009,  Location: 1.25 MI N OF NJ RT 70 JCT (Lat: 39.920661,  Lng: -74.964239),  Route carried "on" structure: County highway 673,  Year Built: 1970,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 15,053 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,064 (year 2041),  Design Load: HS 20,  Features Intersected: S BRANCH PENNSAUKEN CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.314,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 50.8 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $240,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45F015,  Location: .53 MI.N OF KRESSON RD (Lat: 39.881211,  Lng: -74.951261),  Route carried "on" structure: County highway 675,  Year Built: 1968,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 8,373 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,048 (year 2041),  Design Load: HS 20,  Features Intersected: NORTH BR OF COOPER RIVER,  Facility Carried by Structure: CROPWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.475,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M03158,  Location: 3 MI SOUTH OF EXIT 4 (Lat: 39.899000,  Lng: -74.987861),  Route carried "on" structure: Other road NJTPK,  Year Built: 1950,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 65,204 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 79,562 (year 2040),  Design Load: HS 20,  Features Intersected: N BRANCH COOPER CREEK,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.177,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 82.6 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: 63.5 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: M0323,  Location: 0.25 MI EAST OF I295 JCT (Lat: 39.907486,  Lng: -74.980153),  Route carried "on" structure: State highway 70,  Year Built: 1950,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 60,128 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 73,368 (year 2040),  Design Load: HS 20,  Features Intersected: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.578,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 31.1 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: 24.0 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: 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: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $376,000 ( Estimate for 2016),  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: M03347,  Location: 1 MI SOUTH OF EXIT 4 (Lat: 39.920583,  Lng: -74.965639),  Route carried "on" structure: Other road NJTPK,  Year Built: 1950,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 65,204 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 79,562 (year 2040),  Design Load: HS 20,  Features Intersected: S BR PENNSAUKEN CREEK,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.559,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 37.3 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: 28.8 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 429161,  Location: 0.89 MI NORTH OF NJ 70 (Lat: 39.921039,  Lng: -74.978511),  Route carried "under" structure: Interstate 295,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 105,992 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: CHAPEL AVENUE
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 57.437,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: M0323,  Location: 0.25 MI EAST OF I295 JCT (Lat: 39.907486,  Lng: -74.980153),  Route carried "under" structure: Other road NJTPK,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 65,856 (year 2020),  Truck Traffic: 16%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: NJ 70
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 57.164,  Lanes on structure: 8,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)