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

Find on map >>

Structure Number: 1400999,  Location: 0.25 MI S OF CO 642 (Lat: 40.903972,  Lng: -74.590056),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,950 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,630 (year 2027),  Design Load: HS 20,  Features Intersected: ROCKAWAY RIVER,  Facility Carried by Structure: W CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  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: 0.3m (1.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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: July 2007,  Bridge Improvement Cost: $53,000,  Total Project Cost: $53,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 1401004,  Location: .5 MILES SOUTH OF I-80 (Lat: 40.903556,  Lng: -74.578139),  Route carried "on" structure: County highway 634,  Year Built: 1950,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 20,800 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,000 (year 2027),  Features Intersected: ROCKAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 58.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $92,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $108,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 140315,  Location: 0.40 MI SOUTH I-80 (Lat: 40.905000,  Lng: -74.568333),  Route carried "on" structure: State highway 15,  Year Built: 1960,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 28,410 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,100 (year 2026),  Design Load: HS 20,  Features Intersected: BRNT MEADOW (GRN PD) BRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.655,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $25,000,  Total Project Cost: $25,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 1403152,  Location: 0.24 MI. NO. OF RT. 80 (Lat: 40.910000,  Lng: -74.575000),  Route carried "on" structure: State highway 15,  Year Built: 1958,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 29,280 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,140 (year 2026),  Design Load: HS 20,  Features Intersected: ABAN MT HOPE MINERAL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 1403153,  Location: 0.24 MI. NO. OF RT. 80 (Lat: 40.910000,  Lng: -74.575000),  Route carried "on" structure: State highway 15,  Year Built: 1958,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 29,280 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,140 (year 2026),  Design Load: HS 20,  Features Intersected: ABAND MT HOPE MINERAL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.7 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.17m (10.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $317,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $452,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 1404151,  Location: 0.47 MI. NO. OF RT. 80 (Lat: 40.913333,  Lng: -74.578333),  Route carried "on" structure: State highway 15,  Year Built: 1943,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 29,283 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,139 (year 2026),  Features Intersected: UNION TRNPK (MAIN ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.056,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $67,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 1412176,  Location: 0.3 MI W OF MT HOPE MINRR (Lat: 40.907683,  Lng: -74.580383),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 70,696 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 98,975 (year 2027),  Design Load: HS 20,  Features Intersected: NORTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.042,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.0 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 1412177,  Location: 3.0 MI E OF EXIT 30 JCT (Lat: 40.908117,  Lng: -74.580067),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 70,696 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 98,875 (year 2027),  Design Load: HS 20,  Features Intersected: NORTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.042,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.0 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 1412178,  Location: 0.1 MI WEST OF RTE 15 (Lat: 40.908317,  Lng: -74.575450),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 70,696 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 98,975 (year 2027),  Design Load: HS 20,  Features Intersected: ABANDONED MT HOPE MIN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.525,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 64.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 1412179,  Location: 0.1 MI WEST OF RTE 15 (Lat: 40.908367,  Lng: -74.575333),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 70,696 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 98,975 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ABANDONED MT HOPE MIN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.525,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 141315,  Location: AT I-80 EXIT 34 (Lat: 40.908933,  Lng: -74.572000),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 61,805 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 86,527 (year 2027),  Design Load: HS 20,  Features Intersected: NJ ROUTE 15 RAMPS A&B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.750,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 1413151,  Location: .15 ME OF MT HOPE MIN RR (Lat: 40.908333,  Lng: -74.571667),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 64,392 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 77,270 (year 2025),  Design Load: HS 20,  Features Intersected: NJ RT.15 RAMPS A&B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.750,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.5m (57.4ft)

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

Find on map >>

Structure Number: 1413152,  Location: .15 ME OF MT HOPE MIN RR (Lat: 40.910000,  Lng: -74.573333),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1959,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 5,738 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,886 (year 2025),  Design Load: HS 20,  Features Intersected: RT NJ 15 RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.750,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Inventory Rating: 64.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 1413153,  Location: AT I-80 EXIT 34 (Lat: 40.909517,  Lng: -74.569000),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 59,041 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 81,182 (year 2027),  Design Load: HS 20,  Features Intersected: ROUTE 15 RAMP D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.007,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 1413154,  Location: AT I-80 EXIT 34 (Lat: 40.909650,  Lng: -74.503050),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 64,956 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 90,938 (year 2027),  Design Load: HS 20,  Features Intersected: ROUTE 15 RAMP D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.007,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 1465154,  Location: 1.22 MI N of US RTE 46 (Lat: 40.901967,  Lng: -74.580583),  Route carried "on" structure: County highway 634,  Year Built: 1991,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 16,832 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,198 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: Morristown Line MP 40.17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 1465156,  Location: 0.88 MI S of RT 15 (Lat: 40.904517,  Lng: -74.587117),  Route carried "on" structure: County highway 642,  Year Built: 1935,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 10,813 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,976 (year 2027),  Design Load: H 20,  Features Intersected: Morristown Line MP 40.50,  Facility Carried by Structure: West Dewey Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.630,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 1404151,  Location: 0.47 MI. NO. OF RT. 80 (Lat: 40.913333,  Lng: -74.578333),  Route carried "under" structure: County highway 634,  Year Built: 1943,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,040 (year 2006),  Truck Traffic: 4%,  Features Intersected: UNION TRNPK (MAIN ST),  Facility Carried by Structure: ROUTE 15 SB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 3.396,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.5m (50.9ft)

Find on map >>

Structure Number: 1412176,  Location: 0.3 MI W OF MT HOPE MINRR (Lat: 40.907683,  Lng: -74.580383),  Route carried "under" structure: County highway 634,  Year Built: 1959,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 10,300 (year 2007),  Truck Traffic: 4%,  Features Intersected: NORTH MAIN STREET,  Facility Carried by Structure: I80 EB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 2.816,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>

Structure Number: 1412177,  Location: 3.0 MI E OF EXIT 30 JCT (Lat: 40.908117,  Lng: -74.580067),  Route carried "under" structure: County highway 634,  Year Built: 1959,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 10,092 (year 2007),  Features Intersected: NORTH MAIN STREET,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.816,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>

Structure Number: 141315,  Location: AT I-80 EXIT 34 (Lat: 40.908933,  Lng: -74.572000),  Route carried "under" structure: Ramp State highway 15,  Year Built: 1959,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 31,200 (year 2007),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 15 RAMPS A&B,  Facility Carried by Structure: ROUTE I-80 EB
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 3.299,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

Find on map >>

Structure Number: 141315,  Location: AT I-80 EXIT 34 (Lat: 40.908933,  Lng: -74.572000),  Route carried "under" structure: Ramp State highway 15,  Year Built: 1959,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 31,200 (year 2007),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 15 RAMPS A&B,  Facility Carried by Structure: ROUTE I-80 EB
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 3.299,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

Find on map >>

Structure Number: 1413151,  Location: .15 ME OF MT HOPE MIN RR (Lat: 40.908333,  Lng: -74.571667),  Route carried "under" structure: State highway 15,  Year Built: 1959,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 9,968 (year 2005),  Truck Traffic: 4%,  Features Intersected: NJ RT.15 RAMPS A&B,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 3.299,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

Find on map >>

Structure Number: 1413151,  Location: .15 ME OF MT HOPE MIN RR (Lat: 40.908333,  Lng: -74.571667),  Route carried "under" structure: Ramp State highway 15,  Year Built: 1959,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 19,937 (year 2005),  Truck Traffic: 4%,  Features Intersected: NJ RT.15 RAMPS A&B,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.299,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

Find on map >>

Structure Number: 1413152,  Location: .15 ME OF MT HOPE MIN RR (Lat: 40.910000,  Lng: -74.573333),  Route carried "under" structure: Ramp State highway 15,  Year Built: 1959,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 9,968 (year 2005),  Truck Traffic: 4%,  Features Intersected: RT NJ 15 RAMP A,  Facility Carried by Structure: Route I-80 RAMP D
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 3.299,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>

Structure Number: 1413153,  Location: AT I-80 EXIT 34 (Lat: 40.909517,  Lng: -74.569000),  Route carried "under" structure: Ramp State highway 15,  Year Built: 1959,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 14,790 (year 2007),  Features Intersected: ROUTE 15 RAMP D,  Facility Carried by Structure: I-80 E.B.
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 3.299,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

Find on map >>

Structure Number: 1413154,  Location: AT I-80 EXIT 34 (Lat: 40.909650,  Lng: -74.503050),  Route carried "under" structure: Ramp State highway 15,  Year Built: 1959,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 14,789 (year 2007),  Truck Traffic: 4%,  Features Intersected: ROUTE 15 RAMP D,  Facility Carried by Structure: I-80 WESTBOUND
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 3.299,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)