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

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Structure Number: 1401015,  Location: 1.1 MI EAST OF RT 46 JCT (Lat: 40.885333,  Lng: -74.546944),  Route carried "on" structure: County highway 513,  Year Built: 1982,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 21,200 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,500 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ROCKAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.464,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $220,000,  Total Project Cost: $220,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1401016,  Location: .1 MILE EAST OF UNION ST. (Lat: 40.885278,  Lng: -74.551806),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,400 (year 2027),  Features Intersected: ROCKAWAY RIVER,  Facility Carried by Structure: MERCER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Inventory Rating: 20.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $30,000,  Total Project Cost: $30,000 ( Estimate for 2007)

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Structure Number: 1401017,  Location: N OF BLACKWELL & UNION IN (Lat: 40.885000,  Lng: -74.553333),  Route carried "on" structure: City street ,  Year Built: 1903,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 4,920 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,900 (year 2027),  Design Load: HS 20,  Features Intersected: ROCKAWAY RIVER,  Facility Carried by Structure: UNION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.6 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: Better than present minimum criteria,  Deck Geometry: Equal to 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1401018,  Location: 0.4 MI NW OF RT15&46 JCT (Lat: 40.885000,  Lng: -74.555000),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 4,865 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,840 (year 2027),  Features Intersected: ROCKAWAY RIVER,  Facility Carried by Structure: NORTH BERGEN ST
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than 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

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Structure Number: 1401019,  Location: 0.05 MI NORTH BLACKWELL (Lat: 40.885000,  Lng: -74.551667),  Route carried "on" structure: City street ,  Year Built: 1905,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 10,810 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,970 (year 2027),  Features Intersected: ROCKAWAY RIVER,  Facility Carried by Structure: ESSEX STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 140102,  Location: 500 FT N OF CTY RT 513 (Lat: 40.885056,  Lng: -74.557667),  Route carried "on" structure: County highway 643,  Year Built: 1936,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 14,500 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,500 (year 2027),  Features Intersected: ROCKAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel,  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: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $103,000,  Total Project Cost: $103,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1401021,  Location: 200 FT NO OF CTY RT 659 (Lat: 40.553333,  Lng: -74.545000),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1938,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 10,300 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,360 (year 2025),  Features Intersected: ROCKAWAY RIVER,  Facility Carried by Structure: NORTH SUSSEX ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 30.8 metric tons,  Inventory Rating: 20.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007

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Structure Number: 1401022,  Location: .1 MILE WEST OF MORRIS ST (Lat: 40.885603,  Lng: -74.559728),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 12,751 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,556 (year 2027),  Design Load: HS 25,  Features Intersected: ROCKAWAY RIVER,  Facility Carried by Structure: WARREN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 71.3m (233.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: July 2007,  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: 1409154,  Location: 0.45 MILE WEST OF RT 15 (Lat: 40.885639,  Lng: -74.569594),  Route carried "on" structure: US 46,  Year Built: 1979,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 16,831 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,537 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: GRANNEYS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.704,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 5.2m (17.1ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  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: 1409155,  Location: 0.2 MILES WEST OF RT 15 (Lat: 40.885600,  Lng: -74.564717),  Route carried "on" structure: US 46,  Year Built: 1929,  Status: Open,  Structure Length: 17.40m (57.09ft),  Average Daily Traffic: 26,700 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,400 (year 2026),  Features Intersected: DL&WRR,W.BLKWL.ST,RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.010,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Serious,  Channel: Very good,  Operating Rating: 60.8 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: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 18.10m (59.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Critical Feature Inspection Date: September 2007,  Other Special Inspection Date: September 2007,  Bridge Improvement Cost: $10,914,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $41,510,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1409156,  Location: 1.7 MILES SOUTH OF RT 80 (Lat: 40.886886,  Lng: -74.561936),  Route carried "on" structure: US 46,  Year Built: 1929,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 22,196 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,635 (year 2024),  Features Intersected: NJ 15 & M&E Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.429,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Critical Feature Inspection Date: July 2006,  Bridge Improvement Cost: $3,400,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $20,000,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1464156,  Location: 1.02 MI S of RT 10 (Lat: 40.884333,  Lng: -74.545950),  Route carried "on" structure: County highway 665,  Year Built: 1934,  Status: Posted for load,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 20,129 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,155 (year 2027),  Features Intersected: Morristown Line(MP 37.54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.642,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 11.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 2007,  Other Special Inspection Date: May 2007,  Bridge Improvement Cost: $4,992,000,  Roadway Improvement Cost: $1,248,000,  Total Project Cost: $18,720,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1464157,  Location: 200FT SO of Blackwell St. (Lat: 40.883450,  Lng: -74.561867),  Route carried "on" structure: County highway 513,  Year Built: 1930,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 19,529 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,435 (year 2027),  Features Intersected: NJT Morristown Line
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.128,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  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,  Bridge Improvement Cost: $789,000,  Roadway Improvement Cost: $197,000,  Total Project Cost: $2,958,000 ( Estimate for 2007),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1464158,  Location: 0.4 MI East of Rte 46 (Lat: 40.883767,  Lng: -74.563283),  Route carried "on" structure: County highway 659,  Year Built: 1905,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 9,263 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,116 (year 2027),  Design Load: HS 25,  Features Intersected: Morristown Line,  Facility Carried by Structure: West Blackwell St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 55.3 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: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,870,000,  Roadway Improvement Cost: $468,000,  Total Project Cost: $7,013,000 ( Estimate for 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: 1409155,  Location: 0.2 MILES WEST OF RT 15 (Lat: 40.885600,  Lng: -74.564717),  Route carried "under" structure: City street ,  Year Built: 1929,  Structure Length: 17.40m (57.09ft),  Average Daily Traffic: 2,190 (year 2005),  Truck Traffic: 4%,  Features Intersected: DL&WRR,W.BLKWL.ST,RIVER,  Facility Carried by Structure: RT US46
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 1409156,  Location: 1.7 MILES SOUTH OF RT 80 (Lat: 40.886886,  Lng: -74.561936),  Route carried "under" structure: State highway 15,  Year Built: 1929,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 3,360 (year 2006),  Truck Traffic: 4%,  Features Intersected: NJ 15 & M&E Railroad,  Facility Carried by Structure: US ROUTE 46
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.595,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.8m (78.1ft)