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

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Structure Number: 700021,  Location: 0.8 mi N of I-280 (Lat: 40.781039,  Lng: -74.227611),  Route carried "on" structure: County highway 638,  Year Built: 2000,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 16,777 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,132 (year 2027),  Design Load: HS 25,  Features Intersected: SECOND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.304,  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: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700032,  Location: 0.03 MI E OF WASHINGTONST (Lat: 40.780142,  Lng: -74.222356),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 15,820 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,984 (year 2027),  Design Load: HS 20,  Features Intersected: SECOND RIVER,  Facility Carried by Structure: THOMAS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 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: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700037,  Location: 1000 FT. SOUTH OF DODD ST (Lat: 40.779800,  Lng: -74.223483),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 17,146 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,575 (year 2027),  Design Load: HS 25,  Features Intersected: SECOND RIVER,  Facility Carried by Structure: WASHINGTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.3 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,  Inspection Date: May 2007

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Structure Number: 700074,  Location: 400' S. OF ALDEN STREET (Lat: 40.779900,  Lng: -74.226322),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Temporarily open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,526 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,298 (year 2026),  Features Intersected: SECOND RIVER,  Facility Carried by Structure: CLEVELAND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Critical,  Superstructure: Critical,  Substructure: Poor,  Channel: Good,  Operating Rating: 39.0 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: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2006,  Other Special Inspection Date: July 2006,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $900,000 ( Estimate for 2004),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700075,  Location: 100 FT.SO.WASHINGTON ST. (Lat: 40.779783,  Lng: -74.224028),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,217 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,798 (year 2026),  Design Load: HS 25,  Features Intersected: SECOND RIVER,  Facility Carried by Structure: NORTH DAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 730157,  Location: 1.9 MI W OF 280-GSP JCT (Lat: 40.771667,  Lng: -74.241667),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 13,000 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,000 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-280,  Facility Carried by Structure: SOUTH JEFFERSON AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.399,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 730159,  Location: 0.1M W OF I-280 EXIT 11 (Lat: 40.771667,  Lng: -74.238333),  Route carried "on" structure: County highway 638,  Year Built: 1971,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 16,700 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,030 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-280,  Facility Carried by Structure: SCOTLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.985,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730172,  Location: 0.2 MI E OF 280-GSP JCT (Lat: 40.758333,  Lng: -74.206667),  Route carried "on" structure: Interstate 280,  Year Built: 1970,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 111,926 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 134,311 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RAMP A
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 19.827,  Lanes on structure: 7,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 19 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730174,  Location: 1.6 MI W OF 280-GSP JCT (Lat: 40.770556,  Lng: -74.235278),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 5,826 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,657 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-280,  Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.9 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $720,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730175,  Location: 1.5 MI W OF 280-GSP JCT (Lat: 40.770556,  Lng: -74.233056),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 3,120 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,744 (year 2027),  Design Load: HS 20,  Features Intersected: I-280,  Facility Carried by Structure: ESSEX AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  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: 9.1m (29.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.8 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $720,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730176,  Location: 1.4 MI W OF 280-GSP JCT (Lat: 40.770000,  Lng: -74.231389),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 3,121 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,638 (year 2027),  Design Load: HS 20,  Features Intersected: I-280,  Facility Carried by Structure: SOUTH DAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $536,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $707,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730177,  Location: 1.3 MI W OF 280-GSP JCT (Lat: 40.769167,  Lng: -74.229722),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 18,200 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,256 (year 2027),  Design Load: HS 20,  Features Intersected: I-280,  Facility Carried by Structure: SOUTH CENTER ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.0 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $948,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $1,336,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730178,  Location: 1.1 MI W OF 280-GSP JCT (Lat: 40.767778,  Lng: -74.227222),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 4,900 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,000 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-280,  Facility Carried by Structure: HICKORY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $720,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730179,  Location: 1.0 MI W OF 280-GSP JCT (Lat: 40.766389,  Lng: -74.224722),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 3,800 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,700 (year 2027),  Design Load: HS 20,  Features Intersected: I-280,  Facility Carried by Structure: OAKWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 14.0m (45.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $187,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 76618,  Location: 0.1 M N of I-280 Overpass (Lat: 40.771550,  Lng: -74.236533),  Route carried "on" structure: County highway 638,  Year Built: 1970,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 17,802 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,362 (year 2027),  Design Load: HS 20,  Features Intersected: Morristown Line(MP 11.6)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.145,  Lanes on structure: 4,  Owner: State Agenciy,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $566,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 730157,  Location: 1.9 MI W OF 280-GSP JCT (Lat: 40.771667,  Lng: -74.241667),  Route carried "under" structure: Interstate 280,  Year Built: 1971,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 120,575 (year 2007),  Truck Traffic: 9%,  Features Intersected: ROUTE I-280,  Facility Carried by Structure: SOUTH JEFFERSON AV
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 16.399,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 730159,  Location: 0.1M W OF I-280 EXIT 11 (Lat: 40.771667,  Lng: -74.238333),  Route carried "under" structure: Interstate 280,  Year Built: 1971,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 90,230 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-280,  Facility Carried by Structure: SCOTLAND ROAD
Minimum Vertical Clearance: 8.46m (27.76ft),  Kilometerpoint: 16.673,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 730172,  Location: 0.2 MI E OF 280-GSP JCT (Lat: 40.758333,  Lng: -74.206667),  Route carried "under" structure: Ramp Interstate 280,  Year Built: 1970,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 2,730 (year 2003),  Features Intersected: RAMP A
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 19.827,  Lanes on structure: 7,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 730174,  Location: 1.6 MI W OF 280-GSP JCT (Lat: 40.770556,  Lng: -74.235278),  Route carried "under" structure: Interstate 280,  Year Built: 1970,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 120,149 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-280,  Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 16.834,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 730175,  Location: 1.5 MI W OF 280-GSP JCT (Lat: 40.770556,  Lng: -74.233056),  Route carried "under" structure: Interstate 280,  Year Built: 1970,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 119,704 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-280,  Facility Carried by Structure: ESSEX AVENUE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 17.075,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 730176,  Location: 1.4 MI W OF 280-GSP JCT (Lat: 40.770000,  Lng: -74.231389),  Route carried "under" structure: Interstate 280,  Year Built: 1970,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 120,149 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-280,  Facility Carried by Structure: SOUTH DAY ST
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 17.172,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 730177,  Location: 1.3 MI W OF 280-GSP JCT (Lat: 40.769167,  Lng: -74.229722),  Route carried "under" structure: Interstate 280,  Year Built: 1970,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 119,704 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-280,  Facility Carried by Structure: SOUTH CENTER ST.
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 17.381,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 730178,  Location: 1.1 MI W OF 280-GSP JCT (Lat: 40.767778,  Lng: -74.227222),  Route carried "under" structure: Interstate 280,  Year Built: 1970,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 115,100 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-280,  Facility Carried by Structure: HICKORY ST
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 17.638,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 730179,  Location: 1.0 MI W OF 280-GSP JCT (Lat: 40.766389,  Lng: -74.224722),  Route carried "under" structure: Interstate 280,  Year Built: 1970,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 115,100 (year 2005),  Truck Traffic: 9%,  Features Intersected: I-280,  Facility Carried by Structure: OAKWOOD AVENUE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 17.896,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 730179,  Location: 1.0 MI W OF 280-GSP JCT (Lat: 40.766389,  Lng: -74.224722),  Route carried "under" structure: Ramp Interstate 280,  Year Built: 1970,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 4,400 (year 2005),  Truck Traffic: 9%,  Features Intersected: I-280,  Facility Carried by Structure: OAKWOOD AVENUE
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 17.896,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)