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

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Structure Number: 428162,  Location: 1.1 MI S OF I-295 EXIT 30 (Lat: 39.875000,  Lng: -75.057500),  Route carried "on" structure: Interstate 295,  Year Built: 1958,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 122,895 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 165,900 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: THIRD AVE. (CR 653)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.572,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 428163,  Location: 0.1 MI S OF EXIT 29,I-295 (Lat: 39.875833,  Lng: -75.076944),  Route carried "on" structure: Interstate 295,  Year Built: 1958,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 121,690 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 170,366 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL&LOCAL ROADS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.039,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 428164,  Location: AT I-295 EXIT 29 (Lat: 39.875000,  Lng: -75.050000),  Route carried "on" structure: Interstate 295,  Year Built: 1958,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 123,000 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 147,600 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CLEMENTS BRDG RD (NJ 41)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.200,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Serious,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 67.1 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $256,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 428165,  Location: 4.7 MI SOUTH OF RT 70 (Lat: 39.875000,  Lng: -75.048333),  Route carried "on" structure: Interstate 295,  Year Built: 1958,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 117,754 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 164,856 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: WHITE HORSE PIKE-RT 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.280,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.0 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 428166,  Location: 4.4 MI SOUTH OF RT 70 (Lat: 39.875000,  Lng: -75.045000),  Route carried "on" structure: Interstate 295,  Year Built: 1958,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 124,000 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 149,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: COPLEY RD (RT666)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.634,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 35.7m (117.1ft),  Out-to-Out Width: 40.1m (131.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $214,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $326,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M02698R,  Location: 1 MI NORTH OF EXIT 3 (Lat: 39.863333,  Lng: -75.056667),  Route carried "on" structure: State highway 41,  Year Built: 2005,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 4,987 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,716 (year 2026),  Features Intersected: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.074,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Structural Evaluation: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M02728,  Location: 1.2 MI NORTH OF EXIT 3 (Lat: 39.863333,  Lng: -75.051667),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 1,273 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,714 (year 2026),  Design Load: H 20,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: SHREVE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $578,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 428162,  Location: 1.1 MI S OF I-295 EXIT 30 (Lat: 39.875000,  Lng: -75.057500),  Route carried "under" structure: County highway 653,  Year Built: 1958,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,845 (year 2006),  Truck Traffic: 3%,  Features Intersected: THIRD AVE. (CR 653),  Facility Carried by Structure: I-295
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 2.784,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 428163,  Location: 0.1 MI S OF EXIT 29,I-295 (Lat: 39.875833,  Lng: -75.076944),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 3,683 (year 2006),  Truck Traffic: 3%,  Features Intersected: CONRAIL&LOCAL ROADS,  Facility Carried by Structure: RT.I-295
Minimum Vertical Clearance: 9.83m (32.25ft),  Kilometerpoint: 0.241,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 428163,  Location: 0.1 MI S OF EXIT 29,I-295 (Lat: 39.875833,  Lng: -75.076944),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 2,309 (year 2006),  Truck Traffic: 3%,  Features Intersected: CONRAIL&LOCAL ROADS,  Facility Carried by Structure: RT.I-295
Minimum Vertical Clearance: 12.04m (39.50ft),  Kilometerpoint: 0.241,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 428164,  Location: AT I-295 EXIT 29 (Lat: 39.875000,  Lng: -75.050000),  Route carried "under" structure: State highway 41,  Year Built: 1958,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 35,000 (year 2005),  Truck Traffic: 4%,  Features Intersected: CLEMENTS BRDG RD (NJ 41),  Facility Carried by Structure: I-295
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 11.571,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 428165,  Location: 4.7 MI SOUTH OF RT 70 (Lat: 39.875000,  Lng: -75.048333),  Route carried "under" structure: US 30,  Year Built: 1958,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 22,331 (year 2007),  Truck Traffic: 4%,  Features Intersected: WHITE HORSE PIKE-RT 30,  Facility Carried by Structure: I-295
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 12.875,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 428166,  Location: 4.4 MI SOUTH OF RT 70 (Lat: 39.875000,  Lng: -75.045000),  Route carried "under" structure: County highway 666,  Year Built: 1958,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 5,100 (year ),  Truck Traffic: 1%,  Features Intersected: COPLEY RD (RT666),  Facility Carried by Structure: I-295
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.193,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: M02698R,  Location: 1 MI NORTH OF EXIT 3 (Lat: 39.863333,  Lng: -75.056667),  Route carried "under" structure: Other road NJTPK,  Year Built: 2005,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 64,309 (year 2006),  Truck Traffic: 15%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: NJ RT 41(CO RT573)
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 43.452,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: M02728,  Location: 1.2 MI NORTH OF EXIT 3 (Lat: 39.863333,  Lng: -75.051667),  Route carried "under" structure: Other road NJTPK,  Year Built: 1950,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 64,309 (year 2006),  Truck Traffic: 15%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: SHREVE AVE
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 43.903,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)