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

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Structure Number: 20042A,  Location: 0.1 MILE NORTH OF US 202 (Lat: 41.016500,  Lng: -74.260667),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 3,173 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,807 (year 2026),  Design Load: HS 25,  Features Intersected: RAMAPO RIVER,  Facility Carried by Structure: DOTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County 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: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 2006,  Underwater Inspection Date: July 2006,  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: 20042B,  Location: 0.5 MI.WEST OF RT 202 (Lat: 41.027333,  Lng: -74.250000),  Route carried "on" structure: County highway S91,  Year Built: 1970,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 7,571 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,085 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: RAMAPO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.950,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  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: 1.5m (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: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20042C,  Location: INT 202 WITH FRANKLIN AVE (Lat: 41.029533,  Lng: -74.236717),  Route carried "on" structure: US 202,  Year Built: 1975,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 27,641 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,169 (year 2026),  Design Load: HS 20,  Features Intersected: POND BROOK,  Facility Carried by Structure: RAMAPO VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 116.967,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 49.6m (162.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23515,  Location: 0.5 MI S OF JUNC. RT 202 (Lat: 41.029317,  Lng: -74.248367),  Route carried "on" structure: Interstate 287,  Year Built: 1992,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 93,488 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 112,186 (year 2027),  Design Load: HS 20,  Features Intersected: RAMAPO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.873,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 39.2m (128.6ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  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: 235151,  Location: 1.3 MI SO. OF RT. 202 JCT (Lat: 41.024483,  Lng: -74.262667),  Route carried "on" structure: Interstate 287,  Year Built: 1990,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 93,488 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 112,186 (year 2027),  Design Load: HS 20,  Features Intersected: MULLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.586,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 38.8m (127.3ft),  Out-to-Out Width: 40.7m (133.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  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: 235152,  Location: 0.7 MI S RAMAPO VALLEY RD (Lat: 41.028633,  Lng: -74.252150),  Route carried "on" structure: Interstate 287,  Year Built: 1990,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 93,488 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 112,186 (year 2027),  Design Load: HS 20,  Features Intersected: W OAKLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.551,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 44.5m (146.0ft),  Out-to-Out Width: 50.6m (166.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  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: 235161,  Location: JCT OF I-287 & U.S 202 (Lat: 41.027778,  Lng: -74.238056),  Route carried "on" structure: Interstate 287,  Year Built: 1991,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 93,000 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 115,000 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: US RT 202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.726,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.9m (121.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 36.9m (121.1ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  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: 235162,  Location: 0.22 MI N OF 287 EXIT 58 (Lat: 41.027333,  Lng: -74.234117),  Route carried "on" structure: Interstate 287,  Year Built: 1961,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 76,511 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 107,115 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.080,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 86.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: April 2006

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Structure Number: 235151,  Location: 1.3 MI SO. OF RT. 202 JCT (Lat: 41.024483,  Lng: -74.262667),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 216 (year 2007),  Truck Traffic: 1%,  Features Intersected: MULLER ROAD,  Facility Carried by Structure: ROUTE I-287
Minimum Vertical Clearance: 9.02m (29.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 235152,  Location: 0.7 MI S RAMAPO VALLEY RD (Lat: 41.028633,  Lng: -74.252150),  Route carried "under" structure: Spur County highway S91,  Year Built: 1990,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 10,821 (year 2007),  Truck Traffic: 4%,  Features Intersected: W OAKLAND AVE,  Facility Carried by Structure: ROUTE I-287
Minimum Vertical Clearance: 6.96m (22.83ft),  Kilometerpoint: 1.175,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 235161,  Location: JCT OF I-287 & U.S 202 (Lat: 41.027778,  Lng: -74.238056),  Route carried "under" structure: US 202,  Year Built: 1991,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 28,000 (year 2007),  Truck Traffic: 4%,  Features Intersected: US RT 202,  Facility Carried by Structure: I-287
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 116.742,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)