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

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Structure Number: 41715,  Location: 0.2 MI N OF 76-295 JCT (Lat: 39.877283,  Lng: -75.102594),  Route carried "on" structure: Interstate 76,  Year Built: 1956,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 180,860 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 217,030 (year 2026),  Design Load: HS 20,  Features Intersected: LITTLE TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 77.7m (254.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: November 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 417152,  Location: 0.15 MI N OF 76-295 JCT (Lat: 39.878333,  Lng: -75.103333),  Route carried "on" structure: Interstate 76,  Year Built: 1956,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 168,700 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 236,000 (year 2025),  Design Load: HS 20,  Features Intersected: KINGS HIGHWAY(CO.551)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 58.5m (191.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 58.5m (191.9ft),  Out-to-Out Width: 62.9m (206.4ft)

Condition: Deck: Serious,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 56.2 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 417153,  Location: 0.2 MI S OF US 130 JCT (Lat: 39.883889,  Lng: -75.103611),  Route carried "on" structure: County highway 634,  Year Built: 1956,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 12,850 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,000 (year 2025),  Design Load: HS 20,  Features Intersected: I-76,  Facility Carried by Structure: MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.559,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 417154,  Location: 1.0 MILL SOUTH OF RT 47 (Lat: 39.886667,  Lng: -75.105000),  Route carried "on" structure: Ramp Interstate 76,  Year Built: 1956,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 81,170 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 93,000 (year 2025),  Design Load: HS 20,  Features Intersected: RT US 130 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 417155,  Location: 1.1 MI S OF 76-676 JCT (Lat: 39.886667,  Lng: -75.103333),  Route carried "on" structure: Interstate 76,  Year Built: 1956,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 186,300 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 260,730 (year 2027),  Design Load: HS 20,  Features Intersected: US 130 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 44.5m (146.0ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.9 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 417156,  Location: 0.7 MILLS S OF 295-130JCT (Lat: 39.890000,  Lng: -75.105000),  Route carried "on" structure: Ramp Interstate 76,  Year Built: 1956,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 5,795 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,113 (year 2025),  Design Load: HS 20,  Features Intersected: US ROUTE 130 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.867,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 55.3 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  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

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Structure Number: 417157,  Location: 1.0 MI N OF 76-295 JCT (Lat: 39.888333,  Lng: -75.105000),  Route carried "on" structure: Interstate 76,  Year Built: 1956,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 179,073 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 250,000 (year 2025),  Design Load: HS 20,  Features Intersected: U.S. 130 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.851,  Lanes on structure: 10,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 44.7m (146.7ft),  Out-to-Out Width: 48.0m (157.5ft)

Condition: Deck: Good,  Superstructure: Very good,  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: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: Latex Concrete

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Structure Number: 417158,  Location: 1.0 MI NORTH OF I-295 JCT (Lat: 39.891667,  Lng: -75.106667),  Route carried "on" structure: Interstate 76,  Year Built: 1956,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 163,243 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 242,719 (year 2027),  Design Load: HS 20,  Features Intersected: NEWTON CK,KLEMM AV&CONRL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 49.1m (161.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 49.2m (161.4ft),  Out-to-Out Width: 51.7m (169.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  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

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Structure Number: 417159,  Location: 0.8 MI SOUTH OF NWTN CRK (Lat: 39.895000,  Lng: -75.108333),  Route carried "on" structure: Interstate 76,  Year Built: 1956,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 166,981 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 200,377 (year 2027),  Design Load: HS 20,  Features Intersected: NICHOLSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.559,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 49.4m (162.1ft),  Out-to-Out Width: 53.6m (175.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 418163,  Location: 0.11 MILES N. OF JCT I-76 (Lat: 39.898333,  Lng: -75.110000),  Route carried "on" structure: Interstate 676,  Year Built: 1956,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 33,352 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,022 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: NEWTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 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,  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: 419151,  Location: 0.43 MI S OF CR634 JCT (Lat: 39.881667,  Lng: -75.111667),  Route carried "on" structure: US 130,  Year Built: 1998,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 34,900 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 57,000 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LITTLE TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.599,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.6 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2007,  Underwater Inspection Date: September 2005,  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: 42015,  Location: 0.4 MI N OF RT76 JCT (Lat: 39.891667,  Lng: -75.103333),  Route carried "on" structure: US 130,  Year Built: 1998,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 44,671 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 53,605 (year 2027),  Design Load: HS 20,  Features Intersected: S. Branch Newton Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.257,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 44A002,  Location: 0.5 MI NW OF RT76&130 JCT (Lat: 39.895447,  Lng: -75.112853),  Route carried "on" structure: County highway 635,  Year Built: 1918,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 4,170 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,960 (year 2027),  Features Intersected: SOUTH BRNCH NEWTON CREEK,  Facility Carried by Structure: NICHOLSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2007,  Underwater Inspection Date: July 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4500003,  Location: GLOUCESTER CITY (Lat: 39.905000,  Lng: -75.130000),  Route carried "on" structure: Interstate 76,  Year Built: 1957,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 356.40m (1169.29ft),  Average Daily Traffic: 118,974 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 180,300 (year 2026),  Design Load: HS 20,  Features Intersected: I-676 SB & DELAWARE RIV
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 4.828,  Lanes on structure: 7,  Lanes under structure: 30,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 45.7m (149.9ft), Horizontal Clearance: 243.8m (799.9ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 54,  Length of Maximum Span: 609.6m (2,000.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 109.40m (358.92ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2006,  Underwater Inspection Date: September 2004,  Bridge Improvement Cost: $80,000,  Total Project Cost: $50,700,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 417152,  Location: 0.15 MI N OF 76-295 JCT (Lat: 39.878333,  Lng: -75.103333),  Route carried "under" structure: County highway 551,  Year Built: 1956,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 10,000 (year 2005),  Truck Traffic: 4%,  Features Intersected: KINGS HIGHWAY(CO.551),  Facility Carried by Structure: I-76
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 50.775,  Lanes on structure: 12,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 417153,  Location: 0.2 MI S OF US 130 JCT (Lat: 39.883889,  Lng: -75.103611),  Route carried "under" structure: Interstate 76,  Year Built: 1956,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 179,100 (year 2005),  Truck Traffic: 9%,  Features Intersected: I-76,  Facility Carried by Structure: MARKET STREET
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 417154,  Location: 1.0 MILL SOUTH OF RT 47 (Lat: 39.886667,  Lng: -75.105000),  Route carried "under" structure: US 130,  Year Built: 1956,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 21,685 (year 2005),  Truck Traffic: 4%,  Features Intersected: RT US 130 NB,  Facility Carried by Structure: RT I-76 SB RAMP
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 43.404,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 417155,  Location: 1.1 MI S OF 76-676 JCT (Lat: 39.886667,  Lng: -75.103333),  Route carried "under" structure: US 130,  Year Built: 1956,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 23,000 (year 2007),  Truck Traffic: 4%,  Features Intersected: US 130 NB,  Facility Carried by Structure: I-76
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 43.645,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 417156,  Location: 0.7 MILLS S OF 295-130JCT (Lat: 39.890000,  Lng: -75.105000),  Route carried "under" structure: US 130,  Year Built: 1956,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 22,817 (year 2005),  Truck Traffic: 4%,  Features Intersected: US ROUTE 130 SB,  Facility Carried by Structure: I-76 NB RAMP
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 4.379,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 417157,  Location: 1.0 MI N OF 76-295 JCT (Lat: 39.888333,  Lng: -75.105000),  Route carried "under" structure: US 130,  Year Built: 1956,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 22,817 (year 2003),  Truck Traffic: 4%,  Features Intersected: U.S. 130 SB,  Facility Carried by Structure: I-76
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 43.356,  Lanes on structure: 10,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 417158,  Location: 1.0 MI NORTH OF I-295 JCT (Lat: 39.891667,  Lng: -75.106667),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 4,414 (year 2007),  Truck Traffic: 3%,  Features Intersected: NEWTON CK,KLEMM AV&CONRL,  Facility Carried by Structure: I-76
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.483,  Lanes on structure: 11,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 417159,  Location: 0.8 MI SOUTH OF NWTN CRK (Lat: 39.895000,  Lng: -75.108333),  Route carried "under" structure: County highway 635,  Year Built: 1956,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 7,803 (year 2005),  Truck Traffic: 4%,  Features Intersected: NICHOLSON ROAD,  Facility Carried by Structure: I-76
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.191,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 4500003,  Location: GLOUCESTER CITY (Lat: 39.905000,  Lng: -75.130000),  Route carried "under" structure: Interstate 676,  Year Built: 1957,  Structure Length: 356.40m (1169.29ft),  Average Daily Traffic: 40,902 (year ),  Features Intersected: I-676 SB & DELAWARE RIV,  Facility Carried by Structure: I-76
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 0.644,  Lanes on structure: 7,  Lanes under structure: 3,  Toll: Toll bridge,  Material/Design: Steel,  Design/Construction: Suspension,  Length of Maximum Span: 609.6m (2,000.0ft)