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

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Structure Number: 1401038,  Location: 0.3 MI NORTH OF MAIN ST (Lat: 40.901667,  Lng: -74.713333),  Route carried "on" structure: City street ,  Year Built: 1894,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 980 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,175 (year 2027),  Features Intersected: MUSCONETCONG RIVER,  Facility Carried by Structure: WATERLOO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Critical Feature Inspection Date: August 2007,  Other Special Inspection Date: August 2007,  Bridge Improvement Cost: $842,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,245,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: 140815,  Location: 0.79 MI EAST OF RT I80 (Lat: 40.897131,  Lng: -74.701997),  Route carried "on" structure: US 46,  Year Built: 1937,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 10,136 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,191 (year 2027),  Features Intersected: NJ ROUTE 183 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.618,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142615,  Location: 0.14 MILE NORTH OF US 46 (Lat: 40.897586,  Lng: -74.702106),  Route carried "on" structure: State highway 183,  Year Built: 1900,  Year Reconstructed: 1930,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 15,700 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,850 (year 2027),  Features Intersected: NJ TRANSIT(MORR LINE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  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: 16.5m (54.1ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Operating Rating: 32.7 metric tons,  Inventory Rating: 16.3 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Other Special Inspection Date: July 2007,  Bridge Improvement Cost: $1,482,000,  Roadway Improvement Cost: $540,000,  Total Project Cost: $2,898,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1426151,  Location: 0.49 MI NORTH OF US 46 (Lat: 40.901867,  Lng: -74.705417),  Route carried "on" structure: State highway 183,  Year Built: 1926,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 17,405 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,886 (year 2026),  Features Intersected: MUSCONETCONG LAKE OUTLET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 44.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1427151,  Location: 0.1 MI NORTH OF RTE I-80 (Lat: 40.908333,  Lng: -74.726667),  Route carried "on" structure: Other road ,  Year Built: 1969,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,700 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,700 (year 2026),  Design Load: HS 20,  Features Intersected: WILLS BROOK,  Facility Carried by Structure: WTRLOO-STNHP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.266,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: March 2006

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Structure Number: 1427152,  Location: 1.10 W OF HUDSON RR (Lat: 40.906317,  Lng: -74.725633),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 39,221 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 54,909 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: WILLIS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.539,  Lanes on structure: 7,  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: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 45.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008

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Structure Number: 1431151,  Location: 1.0 MILE EAST OF RT 206 (Lat: 40.893436,  Lng: -74.714472),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 15.21m (49.90ft),  Average Daily Traffic: 47,767 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 58,228 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: US 46 & CONRAIL(ELRR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.181,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.2 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,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1431152,  Location: 0.04 MILES EAST OF EL RR (Lat: 40.893717,  Lng: -74.713283),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1959,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 9,773 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,728 (year 2027),  Design Load: HS 20,  Features Intersected: ROUTE U.S. 46 E.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.245,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 140815,  Location: 0.79 MI EAST OF RT I80 (Lat: 40.897131,  Lng: -74.701997),  Route carried "under" structure: State highway 183,  Year Built: 1937,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 18,579 (year 2007),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 183 SB,  Facility Carried by Structure: US ROUTE 46 WB
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.756,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 1431151,  Location: 1.0 MILE EAST OF RT 206 (Lat: 40.893436,  Lng: -74.714472),  Route carried "under" structure: US 46,  Year Built: 1970,  Structure Length: 15.21m (49.90ft),  Average Daily Traffic: 19,283 (year 2006),  Truck Traffic: 4%,  Features Intersected: US 46 & CONRAIL(ELRR),  Facility Carried by Structure: I-80WB/US 206 NB.
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 47.395,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1431151,  Location: 1.0 MILE EAST OF RT 206 (Lat: 40.893436,  Lng: -74.714472),  Route carried "under" structure: US 46,  Year Built: 1970,  Structure Length: 15.21m (49.90ft),  Average Daily Traffic: 19,283 (year 2006),  Truck Traffic: 4%,  Features Intersected: US 46 & CONRAIL(ELRR),  Facility Carried by Structure: I-80WB/US 206 NB.
Minimum Vertical Clearance: 6.38m (20.93ft),  Kilometerpoint: 47.427,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1431152,  Location: 0.04 MILES EAST OF EL RR (Lat: 40.893717,  Lng: -74.713283),  Route carried "under" structure: US 46,  Year Built: 1959,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 7,075 (year 2007),  Truck Traffic: 4%,  Features Intersected: ROUTE U.S. 46 E.B.,  Facility Carried by Structure: I80 RAMP Y
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 47.524,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)