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

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Structure Number: 600009,  Location: 0.25 M N OF RT 49 (Lat: 39.398056,  Lng: -75.043056),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 6,481 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,777 (year 2026),  Features Intersected: MAURICE RIVER,  Facility Carried by Structure: BRANDRIFF AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 15.5m (50.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2006,  Underwater Inspection Date: May 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 60001,  Location: 0.6 MI NORTH OF RTE 49 (Lat: 39.403056,  Lng: -75.066389),  Route carried "on" structure: County highway 667,  Year Built: 1987,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,651 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,781 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: UNION LAKE DAM RACEWAY,  Facility Carried by Structure: SHARP ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 70.8 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  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: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 600054,  Location: .2 MI N OF N J ROUTE 49 (Lat: 39.400556,  Lng: -75.053333),  Route carried "on" structure: County highway 667,  Year Built: 1936,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 10,651 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,782 (year 2026),  Features Intersected: MAURICE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2006,  Underwater Inspection Date: June 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: 601152,  Location: 1.0 MI N OF NJ 55&47 JUNC (Lat: 39.342958,  Lng: -75.007375),  Route carried "on" structure: State highway 47,  Year Built: 1925,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 2,695 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,275 (year 2027),  Design Load: HS 20,  Features Intersected: MANANTICO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.339,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 0.6m (2.0ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 66.2 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.46m (17.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Underwater Inspection Date: July 2005,  Bridge Improvement Cost: $3,000,  Total Project Cost: $3,000 ( Estimate for 2005),  Deck Structure Type: Open Grating

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Structure Number: 605151,  Location: .17 M W OF RTE 47 (Lat: 39.395278,  Lng: -75.040389),  Route carried "on" structure: State highway 49,  Year Built: 1971,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 20,680 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,920 (year 2027),  Design Load: HS 20,  Features Intersected: MAURICE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.307,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2007,  Underwater Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 60615,  Location: 1.2 MI EAST OF RT 55 (Lat: 39.386000,  Lng: -74.989639),  Route carried "on" structure: State highway 49,  Year Built: 1929,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,420 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,670 (year 2027),  Features Intersected: MANANTICO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.893,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $201,000 ( Estimate for 2007)

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Structure Number: 609151,  Location: 2.8 MI SOUTH OF RTE 49 (Lat: 39.353067,  Lng: -75.001300),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 6,695 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,034 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MENANTICO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.100,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 609152,  Location: 2.8 MI SOUTH OF RTE 49 (Lat: 39.352683,  Lng: -75.001567),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 6,695 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,034 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MENANTICO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.100,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006

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Structure Number: 609153,  Location: 1.2 MILES SOUTH OF RT.49 (Lat: 39.374361,  Lng: -75.007500),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 6,760 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,130 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: GORTON ROAD & CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.594,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.4m (93.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than 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: Monolithic Concrete

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Structure Number: 609154,  Location: 1.2 MILES SOUTH OF RT.49 (Lat: 39.374917,  Lng: -75.008389),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 6,760 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,130 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL & GORTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.594,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.4m (93.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than 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: Monolithic Concrete

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Structure Number: 609155,  Location: AT NJ 55 EXIT-24 (Lat: 39.391667,  Lng: -75.010000),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 6,700 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,300 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: NJ ROUTE 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.574,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 609156,  Location: 3.2MI S. OF RT55&47 JCT. (Lat: 39.391667,  Lng: -75.010000),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,800 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: NJ RT 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.574,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  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: 609157,  Location: 0.4 MI N OF NJ RT 49 JCT (Lat: 39.398147,  Lng: -75.012086),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 6,800 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,500 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NEWCOMBTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.217,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 609158,  Location: 0.4 MI N OF RTS 55&49 JCT (Lat: 39.396667,  Lng: -75.013333),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 17,270 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,000 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LEAMINGS MILL RD(CR 684)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.217,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  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: Better than 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: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 609159,  Location: 1.35 MI S OF EXIT 26 (Lat: 39.421667,  Lng: -75.016667),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 6,761 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,466 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MAYS LANDING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.087,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy

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Structure Number: 60916,  Location: 2.1 MI SOUTH OF RTE 47 (Lat: 39.405306,  Lng: -75.015444),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 10,450 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,110 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MAYS LANDING RD,552 SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.087,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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

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Structure Number: 609164,  Location: AT ROUTES 55 & 47 JUNCT. (Lat: 39.428444,  Lng: -75.039917),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 13,220 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,850 (year 2027),  Design Load: HS 20,  Features Intersected: NJ ROUTE 47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.724,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than 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: Monolithic Concrete

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Structure Number: 609165,  Location: AT RTES 55 & 47 JUNCTION (Lat: 39.428000,  Lng: -75.039917),  Route carried "on" structure: State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 13,220 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,850 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: NJ ROUTE 47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.724,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 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,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $308,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 609153,  Location: 1.2 MILES SOUTH OF RT.49 (Lat: 39.374361,  Lng: -75.007500),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 120 (year 2007),  Truck Traffic: 1%,  Features Intersected: GORTON ROAD & CONRAIL,  Facility Carried by Structure: ROUTE 55 NB
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 609154,  Location: 1.2 MILES SOUTH OF RT.49 (Lat: 39.374917,  Lng: -75.008389),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 120 (year 2007),  Truck Traffic: 1%,  Features Intersected: CONRAIL & GORTON ROAD,  Facility Carried by Structure: ROUTE 55 SB
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 609155,  Location: AT NJ 55 EXIT-24 (Lat: 39.391667,  Lng: -75.010000),  Route carried "under" structure: State highway 49,  Year Built: 1966,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 11,600 (year 2007),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 49,  Facility Carried by Structure: NJ ROUTE 55 NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 60.897,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 609156,  Location: 3.2MI S. OF RT55&47 JCT. (Lat: 39.391667,  Lng: -75.010000),  Route carried "under" structure: State highway 49,  Year Built: 1966,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 19,600 (year ),  Features Intersected: NJ RT 49,  Facility Carried by Structure: NJ ROUTE 55 SB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 60.898,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 609157,  Location: 0.4 MI N OF NJ RT 49 JCT (Lat: 39.398147,  Lng: -75.012086),  Route carried "under" structure: County highway 684,  Year Built: 1968,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 600 (year 2006),  Truck Traffic: 1%,  Features Intersected: NEWCOMBTOWN ROAD,  Facility Carried by Structure: NJ RT 55 NB
Minimum Vertical Clearance: 4.46m (14.63ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 609158,  Location: 0.4 MI N OF RTS 55&49 JCT (Lat: 39.396667,  Lng: -75.013333),  Route carried "under" structure: County highway 684,  Year Built: 1968,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 500 (year 2005),  Truck Traffic: 2%,  Features Intersected: LEAMINGS MILL RD(CR 684),  Facility Carried by Structure: NJ 55 SB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 609159,  Location: 1.35 MI S OF EXIT 26 (Lat: 39.421667,  Lng: -75.016667),  Route carried "under" structure: Spur County highway 552,  Year Built: 1968,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 7,070 (year 2007),  Truck Traffic: 4%,  Features Intersected: MAYS LANDING ROAD,  Facility Carried by Structure: ROUTE 55 NB
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 1.835,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 60916,  Location: 2.1 MI SOUTH OF RTE 47 (Lat: 39.405306,  Lng: -75.015444),  Route carried "under" structure: Spur County highway 552,  Year Built: 1968,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 7,070 (year 2007),  Truck Traffic: 4%,  Features Intersected: MAYS LANDING RD,552 SPUR,  Facility Carried by Structure: NJ ROUTE 55 SB
Minimum Vertical Clearance: 0.44m (1.44ft),  Kilometerpoint: 1.835,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 609164,  Location: AT ROUTES 55 & 47 JUNCT. (Lat: 39.428444,  Lng: -75.039917),  Route carried "under" structure: State highway 47,  Year Built: 1968,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 23,760 (year 2007),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 47,  Facility Carried by Structure: NJ ROUTE 55 NB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 68.397,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 609165,  Location: AT RTES 55 & 47 JUNCTION (Lat: 39.428000,  Lng: -75.039917),  Route carried "under" structure: State highway 47,  Year Built: 1968,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 23,760 (year 2007),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 47,  Facility Carried by Structure: NJ ROUTE 55 SB
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 68.397,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)