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

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Structure Number: 81515,  Location: 1.5 MI N OF NJ 47 & NJTPK (Lat: 39.858750,  Lng: -75.125167),  Route carried "on" structure: State highway 47,  Year Built: 1960,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 16,132 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,358 (year 2026),  Design Load: HS 20,  Features Intersected: I-295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.091,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 89.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.52m (18.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $875,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $1,331,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 815152,  Location: AT BIG TIMBER CREEK (Lat: 39.874250,  Lng: -75.124117),  Route carried "on" structure: State highway 47,  Year Built: 1934,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 16,132 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,358 (year 2026),  Features Intersected: BIG TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 120.830,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.19m (36.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Critical Feature Inspection Date: September 2006,  Underwater Inspection Date: November 2006,  Bridge Improvement Cost: $7,670,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $11,412,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 81815,  Location: .8 MI N OF I-295 & NJ 45 (Lat: 39.870278,  Lng: -75.129722),  Route carried "on" structure: US 130,  Year Built: 1947,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 11,395 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,674 (year 2027),  Design Load: H 20,  Features Intersected: Route NJ 45 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.411,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.0m (45.9ft)

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

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Structure Number: 818151,  Location: 0.3 MI S OF RT47 JCT (Lat: 39.874722,  Lng: -75.126667),  Route carried "on" structure: US 130,  Year Built: 1928,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 22,790 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,349 (year 2027),  Design Load: H 20,  Features Intersected: BIG TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.991,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 45.4 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.70m (35.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: August 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 823153,  Location: 0.58 MI S. OF 295 EXIT 25 (Lat: 39.859444,  Lng: -75.135833),  Route carried "on" structure: Interstate 295,  Year Built: 1960,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 35,500 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 50,000 (year 2026),  Design Load: HS 20,  Features Intersected: BROADWAY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.590,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to 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: 4.79m (15.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Total Project Cost: $1,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 823154,  Location: AT I-295 EXIT 24 (Lat: 39.860000,  Lng: -75.136667),  Route carried "on" structure: Interstate 295,  Year Built: 1960,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 33,625 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,350 (year 2026),  Design Load: HS 20,  Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.590,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $471,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $636,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 823157,  Location: 0.9 MI SOUTH OF RT 42 JCT (Lat: 39.860000,  Lng: -75.116667),  Route carried "on" structure: Interstate 295,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 32,965 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,557 (year 2026),  Design Load: HS 20,  Features Intersected: BIG TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.408,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 19.5m (64.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2006,  Underwater Inspection Date: August 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 823158,  Location: 0.8 MI S OF RT 42 JCT (Lat: 39.861497,  Lng: -75.116117),  Route carried "on" structure: Interstate 295,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 33,623 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,348 (year 2026),  Design Load: HS 20,  Features Intersected: BIG TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.408,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 19.2m (63.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2006,  Underwater Inspection Date: August 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 81515,  Location: 1.5 MI N OF NJ 47 & NJTPK (Lat: 39.858750,  Lng: -75.125167),  Route carried "under" structure: Interstate 295,  Year Built: 1960,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 67,247 (year 2006),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: ROUTE NJ47
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 40.523,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 81815,  Location: .8 MI N OF I-295 & NJ 45 (Lat: 39.870278,  Lng: -75.129722),  Route carried "under" structure: State highway 45,  Year Built: 1947,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 14,569 (year 2007),  Truck Traffic: 4%,  Features Intersected: Route NJ 45 SB,  Facility Carried by Structure: Route US 130 NB
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 45.737,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 823153,  Location: 0.58 MI S. OF 295 EXIT 25 (Lat: 39.859444,  Lng: -75.135833),  Route carried "under" structure: County highway 551,  Year Built: 1960,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 6,000 (year 2006),  Truck Traffic: 4%,  Features Intersected: BROADWAY AVENUE,  Facility Carried by Structure: I-295 NB
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 4.519,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 823154,  Location: AT I-295 EXIT 24 (Lat: 39.860000,  Lng: -75.136667),  Route carried "under" structure: County highway 551,  Year Built: 1960,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 7,015 (year 2006),  Truck Traffic: 4%,  Features Intersected: BROADWAY,  Facility Carried by Structure: I-295 SB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 4.519,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)