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

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Structure Number: 10115,  Location: 0.4 MI S OF 9-30 JCT (Lat: 39.421667,  Lng: -74.508333),  Route carried "on" structure: US 9,  Year Built: 1954,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 12,400 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,500 (year 2027),  Design Load: HS 20,  Features Intersected: ABSECON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.301,  Lanes on 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: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  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: August 2007,  Underwater Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103157,  Location: 2.24 MI E. OF U.S. RT. 9 (Lat: 39.400000,  Lng: -74.493333),  Route carried "on" structure: US 30,  Year Built: 1993,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 54,800 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,800 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: WEAVERS DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.631,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 103158,  Location: 1.1 MI N JONATHANS THORO. (Lat: 39.409694,  Lng: -74.491583),  Route carried "on" structure: US 30,  Year Built: 1994,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 57,020 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 76,980 (year 2027),  Design Load: HS 20,  Features Intersected: GARRETT'S DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.553,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.2 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum 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: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10316,  Location: 0.5 MI SE OF 30-9 JCT (Lat: 39.423333,  Lng: -74.500000),  Route carried "on" structure: US 30,  Year Built: 1963,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 65,800 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 90,000 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ABSECON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.750,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 30 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: 3.5m (11.5ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 39.7m (130.2ft),  Out-to-Out Width: 60.1m (197.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2007,  Underwater Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1A0002,  Location: .25 MI E OF U.S. ROUTE 9 (Lat: 39.416667,  Lng: -74.516667),  Route carried "on" structure: County highway 630,  Year Built: 1979,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,460 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,760 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: ABSECON CREEK,  Facility Carried by Structure: OHIO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.706,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 37.2 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2006,  Underwater Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1A0004,  Location: ABSECON CITY (Lat: 39.430000,  Lng: -74.521667),  Route carried "on" structure: County highway 651,  Year Built: 1929,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 13,000 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,600 (year 2024),  Design Load: H 15,  Features Intersected: ABSECON CREEK,  Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.443,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2006,  Underwater Inspection Date: December 2006,  Bridge Improvement Cost: $416,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $951,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1A0006,  Location: 0.3 MI W.OF RT30 (Lat: 39.398117,  Lng: -74.497250),  Route carried "on" structure: County highway 646,  Year Built: 1935,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 22,041 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,449 (year 2026),  Design Load: H 15,  Features Intersected: NJ TRANSIT (A.C. LINE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.829,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Serious,  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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 10.42m (34.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2006,  Critical Feature Inspection Date: November 2006,  Other Special Inspection Date: November 2007,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $41,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1A0007,  Location: 2.47 MI EAST US 9 JCT. (Lat: 39.390000,  Lng: -74.493333),  Route carried "on" structure: Ramp County highway 646,  Year Built: 1936,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 22,041 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,449 (year 2026),  Design Load: H 20,  Features Intersected: U.S.ROUTE 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.360,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Poor,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Critical Feature Inspection Date: November 2006,  Bridge Improvement Cost: $689,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $960,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1HML4,  Location: 2 MI SE OF LAKE LENAPE (Lat: 39.428333,  Lng: -74.701667),  Route carried "on" structure: County highway 559,  Year Built: 1997,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,010 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,010 (year 2024),  Design Load: HS 20,  Features Intersected: GRAVELLY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.505,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 59.9 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,  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,  Inspection Date: November 2006,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $206,000 ( Estimate for 2004)

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Structure Number: 1A0007,  Location: 2.47 MI EAST US 9 JCT. (Lat: 39.390000,  Lng: -74.493333),  Route carried "under" structure: US 30,  Year Built: 1936,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 56,450 (year 2006),  Truck Traffic: 1%,  Features Intersected: U.S.ROUTE 30,  Facility Carried by Structure: DELILAH RD CR 646
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 87.049,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.2m (99.1ft)