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

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Structure Number: 1900B01,  Location: 600 FT NE OF JCT W/US 206 (Lat: 41.145872,  Lng: -74.754167),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,258 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,572 (year 2027),  Features Intersected: CULVERS CREEK,  Facility Carried by Structure: KEMAH LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1900B02,  Location: 75 FT SO OF CR 519-MILLST (Lat: 41.145878,  Lng: -74.752183),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 566 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 707 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CULVERS CREEK,  Facility Carried by Structure: HILLSIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1900B03,  Location: 1500 FT NW OF JCT W/US206 (Lat: 41.144917,  Lng: -74.747944),  Route carried "on" structure: County highway 519,  Year Built: 1968,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,995 (year 2027),  Design Load: HS 20,  Features Intersected: CULVERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.470,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  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: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 35.4 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: 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: May 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1900B04,  Location: 400 FT SE OF JCT W/CR 519 (Lat: 41.143583,  Lng: -74.745317),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 607 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 778 (year 2027),  Features Intersected: DRY BROOK,  Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 65.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Open Grating

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Structure Number: 1900B05,  Location: 70 FT NE OF JCT W/CR 519 (Lat: 41.144972,  Lng: -74.747750),  Route carried "on" structure: City street ,  Year Built: 1936,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 853 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,093 (year 2027),  Features Intersected: CULVERS CREEK,  Facility Carried by Structure: MILK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1900B06,  Location: 1/3 MI E OF CR630/519 JCT (Lat: 41.145658,  Lng: -74.745783),  Route carried "on" structure: Alternate County highway 630,  Year Built: 1960,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,383 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,050 (year 2027),  Features Intersected: DRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.410,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 53.5 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: 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,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1900B07,  Location: 50 FT NE OF JCT W/CR 630 (Lat: 41.146056,  Lng: -74.745767),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 447 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 572 (year 2027),  Features Intersected: DRY BROOK,  Facility Carried by Structure: LLOYD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 2007,  Deck Structure Type: Open Grating

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Structure Number: 1900B1,  Location: 700 FT SE OF JCT W/CR 519 (Lat: 41.147778,  Lng: -74.747222),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1989,  Status: Closed,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 599 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 767 (year 2027),  Features Intersected: DRY BROOK,  Facility Carried by Structure: CTY FAIRGROUNDS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Open Grating

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Structure Number: 191215,  Location: 2.2 MI NORTH OF RT 15 JCT (Lat: 41.140000,  Lng: -74.743333),  Route carried "on" structure: US 206,  Year Built: 1940,  Year Reconstructed: 1947,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 24,155 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,800 (year 2025),  Design Load: H 20,  Features Intersected: DRY BROOK & ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.183,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.40m (24.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,258,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,439,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1912151,  Location: 0.73 MI N OF 206-519 JCT (Lat: 41.145000,  Lng: -74.756667),  Route carried "on" structure: US 206,  Year Built: 1939,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 23,920 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,700 (year 2026),  Design Load: H 20,  Features Intersected: CULVERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 188.631,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 74.4 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: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2006,  Underwater Inspection Date: August 2004