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

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Structure Number: 1300S11,  Location: 0.8 MILE NORTH OF NJ 18 (Lat: 40.295617,  Lng: -74.094283),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 654 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 785 (year 2026),  Design Load: H 20,  Features Intersected: PINE BROOK,  Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1300S13,  Location: APPR.2M.SW OF GSP EX.109 (Lat: 40.300000,  Lng: -74.100000),  Route carried "on" structure: County highway 537,  Year Built: 1997,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 22,620 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,460 (year 2026),  Features Intersected: PINE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.021,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing

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Structure Number: 1300S15,  Location: 0.6 MI. WEST HANCE AV. (Lat: 40.321667,  Lng: -74.093333),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 1940,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 82 (year 2006),  Average Future Daily Traffic: 100 (year 2026),  Design Load: H 20,  Features Intersected: PINE BROOK,  Facility Carried by Structure: RIVERDALE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Other Special Inspection Date: September 2007,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1300S16,  Location: 0.75 MI E OF GSP 109 (Lat: 40.336667,  Lng: -74.088333),  Route carried "on" structure: County highway 520,  Year Built: 1971,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 26,000 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SWIMMING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.025,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 24.1m (79.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.7 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2006,  Underwater Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 132315,  Location: 0.2 MILES NORTH OF GSP (Lat: 40.278333,  Lng: -74.091667),  Route carried "on" structure: State highway 18,  Year Built: 1979,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 16,320 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,584 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: WAYSIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.352,  Lanes on structure: 3,  Lanes under structure: 3,  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: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: 1323151,  Location: .2 MILES NORTH OF GS PKY (Lat: 40.281000,  Lng: -74.088167),  Route carried "on" structure: State highway 18,  Year Built: 1979,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 16,600 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,500 (year 2026),  Design Load: HS 20,  Features Intersected: WAYSIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.352,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1323152,  Location: 0.5 MILES NORTH OF GSP (Lat: 40.281667,  Lng: -74.098333),  Route carried "on" structure: State highway 18,  Year Built: 1979,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 22,000 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,000 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: HAMILTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.156,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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,  Deck Geometry: Equal 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: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1323153,  Location: .55 MILES SOUTH OF GS PKY (Lat: 40.283333,  Lng: -74.100000),  Route carried "on" structure: State highway 18,  Year Built: 1979,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 16,800 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,160 (year 2027),  Design Load: HS 20,  Features Intersected: HAMILTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.156,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.5 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 1323154,  Location: 4 MILES S OF RT 34 JCT (Lat: 40.266667,  Lng: -74.103333),  Route carried "on" structure: State highway 18,  Year Built: 1979,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 33,905 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,686 (year 2027),  Design Load: HS 20,  Features Intersected: N.J. TRANSIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.237,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 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: 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: 1323155,  Location: 0.7 MI NORTH OF GSP JCT (Lat: 40.266667,  Lng: -74.103333),  Route carried "on" structure: State highway 18,  Year Built: 1979,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 10,800 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,120 (year 2025),  Design Load: HS 20,  Features Intersected: NEW JERSEY TRANSIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1323156,  Location: 1.0 MILES NORTH OF GS PKY (Lat: 40.275000,  Lng: -74.103333),  Route carried "on" structure: State highway 18,  Year Built: 1979,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 17,688 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,226 (year 2027),  Design Load: HS 20,  Features Intersected: SQUANKUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.462,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 1323166,  Location: 1 MILE NORTH OF G.S. PKY (Lat: 40.290000,  Lng: -74.060000),  Route carried "on" structure: State highway 18,  Year Built: 1979,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 17,472 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,440 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SQUANKUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.510,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 1329163,  Location: 0.6 MI. SOUTH OF GSP. (Lat: 40.280000,  Lng: -74.078333),  Route carried "on" structure: State highway 18,  Year Built: 1991,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 17,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: HOPE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.402,  Lanes on structure: 3,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1329165,  Location: 0.6 MI SOUTH OF G.S.PKWAY (Lat: 40.281083,  Lng: -74.077972),  Route carried "on" structure: Ramp State highway 18,  Year Built: 1991,  Status: Open,  Structure Length: 32.22m (105.71ft),  Average Daily Traffic: 1,460 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,980 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: 18 NB,HOPE RD,NS&SN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.386,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1329168,  Location: 0.1 MI. W. OF WAYSIDE RD. (Lat: 40.280533,  Lng: -74.086350),  Route carried "on" structure: State highway 18,  Year Built: 1991,  Status: Open,  Structure Length: 32.98m (108.20ft),  Average Daily Traffic: 16,763 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,116 (year 2027),  Design Load: HS 20,  Features Intersected: GSP, RAMP F & RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.933,  Lanes on structure: 3,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1329172,  Location: 0.1 MI. W. OF WAYSIDE RD. (Lat: 40.281150,  Lng: -74.086767),  Route carried "on" structure: State highway 18,  Year Built: 1991,  Status: Open,  Structure Length: 30.91m (101.41ft),  Average Daily Traffic: 16,763 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,116 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: GARDEN ST. PKWY & RAMP F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.933,  Lanes on structure: 3,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 361005S,  Location: 0.80 MI S OF GSP&RT33 JCT (Lat: 40.205000,  Lng: -74.098333),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 6,670 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,150 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: GARDEN STATE PARKWAY SB,  Facility Carried by Structure: SCHOOL HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2002),  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: 361006N,  Location: 0.80 MI S OF GSP&RT 33JCT (Lat: 40.205000,  Lng: -74.098333),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 6,100 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,500 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: GARDEN STATE PARKWAY NB,  Facility Carried by Structure: SCHOOL HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2000),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 361008N,  Location: MILE POINT 100.8N (Lat: 40.206667,  Lng: -74.096667),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 66,622 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 79,946 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SHARK RIVER,  Facility Carried by Structure: NB PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.222,  Lanes on structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $34,000 ( Estimate for 2002),  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: 361009S,  Location: MILE POINT 100.9S (Lat: 40.206667,  Lng: -74.096667),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 63,336 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 76,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SHARK RIVER,  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.383,  Lanes on structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.0 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $20,000 ( Estimate for 2002),  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: 361013N,  Location: 0.31 MI S OF GSP&RT66 JCT (Lat: 40.215000,  Lng: -74.098333),  Route carried "on" structure: Alternate State highway 33,  Year Built: 1983,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 20,680 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,816 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: GARDEN STATE PARKWAY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.479,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.6m (175.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 77.1 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: Better than present minimum criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2002),  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: 361013S,  Location: 0.31 MI S OF GSP&RT66 JCT (Lat: 40.213333,  Lng: -74.100000),  Route carried "on" structure: Alternate State highway 33,  Year Built: 1986,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 20,680 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,816 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: GARDEN STATE PARKWAY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.302,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.9m (190.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 81.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  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: 361015S,  Location: 0.31 MI N OF GSP&RT33 JCT (Lat: 40.218333,  Lng: -74.100000),  Route carried "on" structure: Alternate State highway 66,  Year Built: 1986,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 22,677 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,212 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: GARDEN STATE PARKWAY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.2m (168.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 74.4 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  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: 361016N,  Location: 0.31 MI N OF GSP&RT33 JCT (Lat: 40.216667,  Lng: -74.098333),  Route carried "on" structure: State highway 66,  Year Built: 1986,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 18,285 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,942 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: GARDEN STATE PARKWAY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.1m (170.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.4 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  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: 361045E,  Location: 1.75 MI S OF RT36&GSP JCT (Lat: 40.260000,  Lng: -74.081667),  Route carried "on" structure: Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 26,800 (year 2006),  Average Future Daily Traffic: 39,600 (year 2026),  Design Load: H 20,  Features Intersected: WEST PARK AVENUE,  Facility Carried by Structure: GARDEN ST PKWY SBI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.176,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $64,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361045I,  Location: 1.75 MI S OF RT36&GSP JCT (Lat: 40.260000,  Lng: -74.081667),  Route carried "on" structure: Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 28,653 (year 2006),  Average Future Daily Traffic: 42,500 (year 2026),  Design Load: H 20,  Features Intersected: WEST PARK AVENUE,  Facility Carried by Structure: GARDEN ST PKWY NBI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.176,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $62,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361045O,  Location: 1.75 MI S OF RT36&GSP JCT (Lat: 40.260000,  Lng: -74.081667),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 42,747 (year 2006),  Average Future Daily Traffic: 60,000 (year 2026),  Design Load: H 20,  Features Intersected: WEST PARK AVENUE,  Facility Carried by Structure: GARDEN ST PKWY NBO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.176,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361045U,  Location: 1.75 MJ S OF RT36&GSP JCT (Lat: 40.260000,  Lng: -74.081667),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 42,300 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,000 (year 2026),  Design Load: H 20,  Features Intersected: WEST PARK AVENUE,  Facility Carried by Structure: GARDEN ST PKWY SBO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.176,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.3m (43.6ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $175,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361054E,  Location: 0.75 MI SE OF RT36&GSP JC (Lat: 40.273333,  Lng: -74.080000),  Route carried "on" structure: Other road GSP,  Year Built: 1975,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 26,805 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,500 (year 2026),  Design Load: H 20,  Features Intersected: WYCKOFF RD.(CO.RTE.547),  Facility Carried by Structure: GARDEN ST PKWY SBI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.625,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $12,000,  Total Project Cost: $12,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361054U,  Location: 0.75 MI SE OF RT36&GSP JC (Lat: 40.273333,  Lng: -74.080000),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 40,890 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 49,600 (year 2026),  Design Load: H 20,  Features Intersected: WYCKOFF RD (CO.RTE.547),  Facility Carried by Structure: GARDEN ST PKWY SBO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.625,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $16,000,  Total Project Cost: $16,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361055I,  Location: 0.75 MI SE OF RT36&GSP JC (Lat: 40.273333,  Lng: -74.080000),  Route carried "on" structure: Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 25,433 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,520 (year 2026),  Design Load: H 20,  Features Intersected: WYCKOFF RD (CO.RTE.547),  Facility Carried by Structure: GARDEN ST PKWY NBI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.786,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $15,000,  Total Project Cost: $15,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361055O,  Location: 0.75 MI SE OF RT36&GSP JC (Lat: 40.273333,  Lng: -74.080000),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 41,000 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 49,000 (year 2026),  Design Load: H 20,  Features Intersected: WYCKOFF RD (CO.RTE.547),  Facility Carried by Structure: GARDEN ST PKWY NBO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.786,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $16,000,  Total Project Cost: $16,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361063T,  Location: AT GSP & RT 36 JUNCTION (Lat: 40.283333,  Lng: -74.088333),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1975,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 6,500 (year 2006),  Average Future Daily Traffic: 7,900 (year 2026),  Design Load: H 20,  Features Intersected: GARDEN ST PKWY NBI & SBI,  Facility Carried by Structure: RAMP E1 N.J. 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 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: Equal to present minimum criteria,  Length Of Structure Improvement: 11.10m (36.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361064A,  Location: AT GSP & RT 36 JUNCTION (Lat: 40.283333,  Lng: -74.088333),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 6,716 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,060 (year 2026),  Design Load: H 20,  Features Intersected: RAMP E6 (TO HOPE RD),  Facility Carried by Structure: RAMP E1 (SBI ENTR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.234,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 28.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $175,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361064O,  Location: AT GSP & RT 36 JUNCTION (Lat: 40.283333,  Lng: -74.088333),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1954,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 19,816 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,780 (year 2026),  Design Load: H 20,  Features Intersected: GARDEN STATE PKWY NBO,  Facility Carried by Structure: RAMP E1&E2 NJ 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.234,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $14,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361064T,  Location: AT GSP & RT 36 JUNCTION (Lat: 40.283333,  Lng: -74.088333),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 16,100 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,270 (year 2025),  Design Load: H 20,  Features Intersected: GARDEN ST PKWY NBI & SBI,  Facility Carried by Structure: RAMP E2 & E3 NJ 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 647.920,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 9.94m (32.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $85,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361064U,  Location: AT GSP & RT 36 JUNCTION (Lat: 40.283333,  Lng: -74.088333),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 11,000 (year 2006),  Average Future Daily Traffic: 12,500 (year 2026),  Design Load: H 20,  Features Intersected: GARDEN STATE PKWY SBO,  Facility Carried by Structure: SB RAMP E2 TO NJ36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.234,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 30.8 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $141,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361065O,  Location: AT GSP & RT 36 JUNCTION (Lat: 40.283333,  Lng: -74.088333),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 26,200 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,000 (year 2026),  Design Load: H 20,  Features Intersected: GARDEN STATE PKWY NBO,  Facility Carried by Structure: RAMP E7 NJ ROUT 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.395,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Meets minimum limits,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $68,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361067E,  Location: 0.4 MI N OF GSP&RT36 JCT (Lat: 40.288333,  Lng: -74.090000),  Route carried "on" structure: Other road GSP,  Year Built: 1975,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 21,900 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,280 (year 2026),  Design Load: H 20,  Features Intersected: PINE BROOK RD & CENT.RR,  Facility Carried by Structure: GARDEN ST PKWY SBI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.717,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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

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Structure Number: 361067U,  Location: 0.4 MI N OF GSP&RT36 JCT (Lat: 40.288333,  Lng: -74.090000),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 48,858 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 58,630 (year 2026),  Design Load: H 20,  Features Intersected: PINE BROOK RD & CENT.RR,  Facility Carried by Structure: GARDEN ST PKWY SBO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.717,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: August 2006,  Bridge Improvement Cost: $68,000,  Total Project Cost: $68,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361068I,  Location: 0.4 MI N OF GSP&RT36 JCT (Lat: 40.288333,  Lng: -74.090000),  Route carried "on" structure: Other road GSP,  Year Built: 1975,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 29,858 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,829 (year 2026),  Design Load: H 20,  Features Intersected: PINE BROOK RD & CENT.RR,  Facility Carried by Structure: GARDEN ST PKWY NBI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.878,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $35,000,  Total Project Cost: $35,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361068O,  Location: 0.4 MI N OF GSP&RT36 JCT (Lat: 40.288333,  Lng: -74.090000),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 43,275 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 51,930 (year 2026),  Design Load: H 20,  Features Intersected: PINE BROOK RD & CENT.RR,  Facility Carried by Structure: GARDEN ST PKWY NBO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.878,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum 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

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Structure Number: 361083T,  Location: 2 MI N OF GSP & RT 36 JCT (Lat: 40.311667,  Lng: -74.096667),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 14.70m (48.23ft),  Average Daily Traffic: 20,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,000 (year 2026),  Design Load: H 20,  Features Intersected: GSP,NBI,NBO,SBI & SBO,  Facility Carried by Structure: SYCAMORE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 174.356,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 14.70m (48.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $412,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete