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

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Structure Number: 700009,  Location: 800FT EAST OF CR 659 (Lat: 40.786019,  Lng: -74.228225),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 10,613 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,735 (year 2027),  Features Intersected: WIGWAM BROOK,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 17.7m (58.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.15m (0.49ft),  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: 700028,  Location: 0.18 M.E.OF PLEASANT VALY (Lat: 40.770206,  Lng: -74.286881),  Route carried "on" structure: County highway 508,  Year Built: 1938,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 31,267 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,145 (year 2026),  Design Load: HS 20,  Features Intersected: W.BR. RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.518,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 700084,  Location: 800FT NORTHWEST OF RT 10 (Lat: 40.793633,  Lng: -74.267439),  Route carried "on" structure: City street 9007,  Year Built: 2000,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 684 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 820 (year 2027),  Design Load: HS 25,  Features Intersected: WEST BRANCH RAHWAY RIVER,  Facility Carried by Structure: MT. PLEASANT PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007

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Structure Number: 700097,  Location: 700FT EAST OF CTY RT 636 (Lat: 40.814425,  Lng: -74.254053),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 848 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,018 (year 2027),  Design Load: H 20,  Features Intersected: PECKMAN RIVER,  Facility Carried by Structure: WOODLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 703265,  Location: 425 FT E PLEASANT VALY WY (Lat: 40.786667,  Lng: -74.273333),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,419 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,950 (year 2026),  Design Load: HS 25,  Features Intersected: WEST BR RAHWAY RIVER,  Facility Carried by Structure: OLD INDIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: County Highway Agency,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 71215,  Location: .75MILE WEST OF CO RT 577 (Lat: 40.797222,  Lng: -74.308333),  Route carried "on" structure: State highway 10,  Year Built: 1962,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 10,841 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,009 (year 2026),  Design Load: HS 20,  Features Intersected: WEST BR RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.612,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 72.6 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006

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Structure Number: 729158,  Location: AT EXIT 7 OF RT.I-280 (Lat: 40.798333,  Lng: -74.268333),  Route carried "on" structure: Interstate 280,  Year Built: 1966,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 49,630 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 69,480 (year 2027),  Design Load: HS 20,  Features Intersected: PLEASANT VALLEY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.054,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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

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Structure Number: 729159,  Location: AT I-280,EXIT-7 (Lat: 40.798333,  Lng: -74.268333),  Route carried "on" structure: Interstate 280,  Year Built: 1966,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 49,630 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 69,475 (year 2027),  Design Load: HS 20,  Features Intersected: (CO 636)PLEASANT VALY WY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.054,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.21m (13.81ft),  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

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Structure Number: 73015,  Location: AT I-280 EXIT 8A (Lat: 40.798333,  Lng: -74.253333),  Route carried "on" structure: County highway 577,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 14,218 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,800 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I-280
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.295,  Lanes on structure: 3,  Lanes under structure: 10,  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: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 47.2 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,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $682,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 730151,  Location: AT EXIT 8A,I-280 (Lat: 40.798333,  Lng: -74.251667),  Route carried "on" structure: County highway 577,  Year Built: 1966,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 15,616 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,863 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-280
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 12.295,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $433,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $570,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 730152,  Location: I-280 AT EXIT 8 (Lat: 40.798333,  Lng: -74.251667),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1966,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 6,610 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,932 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: PROSPECT AV NB (CR 577)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.293,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to 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: 730153,  Location: 2.4 MI W OF 280-GSP JCT (Lat: 40.780000,  Lng: -74.243333),  Route carried "on" structure: County highway 660,  Year Built: 1971,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 9,120 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,944 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-280,  Facility Carried by Structure: MT. PLEASANT AV.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: 7.35m (24.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 730154,  Location: 2.2 MI W OF 280-GSP JCT (Lat: 40.776111,  Lng: -74.241944),  Route carried "on" structure: Spur County highway 508,  Year Built: 1971,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 24,380 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,750 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-280,  Facility Carried by Structure: NORTHFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $96,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730155,  Location: 2.1 MI WEST OF GSP JCT (Lat: 40.775000,  Lng: -74.241667),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 17,676 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,266 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-280,  Facility Carried by Structure: WHITTINGHAM PL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 9.1m (29.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable 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: 730156,  Location: 0.23 MI E OF I280 EXIT 10 (Lat: 40.773333,  Lng: -74.241667),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 13,638 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,366 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-280,  Facility Carried by Structure: VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.132,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.6 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 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: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  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: 729158,  Location: AT EXIT 7 OF RT.I-280 (Lat: 40.798333,  Lng: -74.268333),  Route carried "under" structure: County highway 636,  Year Built: 1966,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 15,910 (year 2007),  Truck Traffic: 9%,  Features Intersected: PLEASANT VALLEY WAY,  Facility Carried by Structure: I-280 EASTBOUND.
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 3.637,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 729159,  Location: AT I-280,EXIT-7 (Lat: 40.798333,  Lng: -74.268333),  Route carried "under" structure: County highway 636,  Year Built: 1966,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 33,100 (year 2007),  Truck Traffic: 9%,  Features Intersected: (CO 636)PLEASANT VALY WY,  Facility Carried by Structure: I280 WB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 3.653,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 73015,  Location: AT I-280 EXIT 8A (Lat: 40.798333,  Lng: -74.253333),  Route carried "under" structure: Interstate 280,  Year Built: 1965,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 115,016 (year 2005),  Features Intersected: I-280,  Facility Carried by Structure: PROS.AVE.SB(CO577)
Minimum Vertical Clearance: 0.64m (2.10ft),  Kilometerpoint: 13.245,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 730151,  Location: AT EXIT 8A,I-280 (Lat: 40.798333,  Lng: -74.251667),  Route carried "under" structure: Interstate 280,  Year Built: 1966,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 104,646 (year 2007),  Truck Traffic: 1%,  Features Intersected: I-280,  Facility Carried by Structure: PROSP.AV.NB(CO577)
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 13.293,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 730152,  Location: I-280 AT EXIT 8 (Lat: 40.798333,  Lng: -74.251667),  Route carried "under" structure: County highway 577,  Year Built: 1966,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 7,800 (year 2007),  Truck Traffic: 4%,  Features Intersected: PROSPECT AV NB (CR 577),  Facility Carried by Structure: I-280 RAMP 2P
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 12.295,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 730153,  Location: 2.4 MI W OF 280-GSP JCT (Lat: 40.780000,  Lng: -74.243333),  Route carried "under" structure: Interstate 280,  Year Built: 1971,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 95,470 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-280,  Facility Carried by Structure: MT. PLEASANT AV.
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 15.514,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 730154,  Location: 2.2 MI W OF 280-GSP JCT (Lat: 40.776111,  Lng: -74.241944),  Route carried "under" structure: Interstate 280,  Year Built: 1971,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 91,530 (year 2005),  Truck Traffic: 9%,  Features Intersected: ROUTE I-280,  Facility Carried by Structure: NORTHFIELD AVE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 15.949,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 730155,  Location: 2.1 MI WEST OF GSP JCT (Lat: 40.775000,  Lng: -74.241667),  Route carried "under" structure: Interstate 280,  Year Built: 1971,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 113,875 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-280,  Facility Carried by Structure: WHITTINGHAM PL
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 16.174,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 730156,  Location: 0.23 MI E OF I280 EXIT 10 (Lat: 40.773333,  Lng: -74.241667),  Route carried "under" structure: Interstate 280,  Year Built: 1971,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 113,874 (year 2005),  Truck Traffic: 9%,  Features Intersected: ROUTE I-280,  Facility Carried by Structure: VALLEY RD
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 16.303,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)