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

Find on map >>

Structure Number: 20020A,  Location: .10 MI.SOUTH OF RT.208 (Lat: 41.016667,  Lng: -74.220000),  Route carried "on" structure: County highway 117,  Year Built: 2001,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 11,589 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,907 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TRIB OF POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.768,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006

Find on map >>

Structure Number: 20020B,  Location: .5 MI.WEST OF WYCKOFF AVE (Lat: 41.030278,  Lng: -74.175833),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1960,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 9,739 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,687 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: HO-HO-KUS BROOK,  Facility Carried by Structure: PULIS 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: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2006,  Other Special Inspection Date: January 2007,  Bridge Improvement Cost: $664,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $916,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 233159,  Location: 2.2 MI SOUTH OF I-287 JCT (Lat: 41.006944,  Lng: -74.192500),  Route carried "on" structure: State highway 208,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 66,103 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 79,324 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: EWING AVENUE(CO RT 502)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.666,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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

Find on map >>

Structure Number: 23316,  Location: 5.6 MI N OF CO. 507 JCT (Lat: 41.011567,  Lng: -74.285650),  Route carried "on" structure: County highway S89,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 4,598 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,518 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RTE NJ 208,  Facility Carried by Structure: SUMMIT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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

Find on map >>

Structure Number: 233161,  Location: 1.3 MI SE OF 208-202 JCT (Lat: 41.033056,  Lng: -74.218611),  Route carried "on" structure: State highway 208,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 57,122 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 79,971 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COLONIAL ROAD (CR 117)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.208,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum 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

Find on map >>

Structure Number: 233163,  Location: 0.2 MI S OF 208-287 JCT (Lat: 41.018717,  Lng: -74.219500),  Route carried "on" structure: State highway 208,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 57,690 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 69,230 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.369,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Inventory Rating: 89.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

Find on map >>

Structure Number: 233164,  Location: 0.16 Mi. S of I-287 NB Ju (Lat: 41.019836,  Lng: -74.221842),  Route carried "on" structure: State highway 208,  Year Built: 1961,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 55,120 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 66,140 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: DELAWARE & OSTEGO RR
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 15.514,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: 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 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 233165,  Location: .1 MI S OF 208 & 287 JCT (Lat: 41.020278,  Lng: -74.222133),  Route carried "on" structure: State highway 208,  Year Built: 1961,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 57,690 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 69,230 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.675,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Inventory Rating: 89.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

Find on map >>

Structure Number: 233169,  Location: 0.32 MI. N. COLONIAL RD. (Lat: 41.021667,  Lng: -74.223333),  Route carried "on" structure: State highway 208,  Year Built: 1991,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 55,120 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 60,000 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I 287
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.772,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Critical Feature Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 233411,  Location: 2.1 MI S OF ROUTE 202 JCT (Lat: 41.013867,  Lng: -74.208281),  Route carried "on" structure: Ramp Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 600 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 750 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: NJ ROUTE 208,  Facility Carried by Structure: CORP ENTRANCE BR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: Private,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 80.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Critical Feature Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 233412,  Location: 1.7 MI S OF ROUTE 202 JCT (Lat: 41.016064,  Lng: -74.213592),  Route carried "on" structure: Ramp Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 600 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 750 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: NJ ROUTE 208,  Facility Carried by Structure: CORP. EXIT BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: Private,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 80.7 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Critical Feature Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 235156,  Location: 1.9 M. N. OF RT 208 JCT (Lat: 41.033333,  Lng: -74.190333),  Route carried "on" structure: Interstate 287,  Year Built: 1991,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 29,053 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,864 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SHADOW RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.296,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 235157,  Location: 1.9 MI N OF RT 208 JCT (Lat: 41.033333,  Lng: -74.194150),  Route carried "on" structure: Interstate 287,  Year Built: 1991,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 29,053 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,864 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: BRIDLE WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.296,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: 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,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $268,000,  Total Project Cost: $309,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 235158,  Location: 3.0 MILES NORTH OF NJ208 (Lat: 41.054167,  Lng: -74.188611),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 128 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 153 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I-287,  Facility Carried by Structure: PHELPS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.1m (39.7ft)

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: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 235165,  Location: 1.MI.NO.OF RAMAPO VALY.RD (Lat: 41.019444,  Lng: -74.220450),  Route carried "on" structure: Ramp Interstate 287,  Year Built: 1991,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 13,734 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,481 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: NYS & WR RR & POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.464,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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

Find on map >>

Structure Number: 235166,  Location: AT I-287 & NJ 208 JCT (Lat: 41.019250,  Lng: -74.221450),  Route carried "on" structure: Ramp Interstate 287,  Year Built: 1993,  Status: Open,  Structure Length: 19.84m (65.09ft),  Average Daily Traffic: 2,497 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,996 (year 2027),  Design Load: HS 20,  Features Intersected: I-287,NJ 208,R.R & WTRWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.464,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 23517,  Location: 0.32 M. S. OF FRANKLIN AV (Lat: 41.021083,  Lng: -74.230533),  Route carried "on" structure: Interstate 287,  Year Built: 1989,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 57,682 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 69,218 (year 2027),  Design Load: HS 20,  Features Intersected: POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.076,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007

Find on map >>

Structure Number: 235176,  Location: 1.47 MI N OF RT 202 INT (Lat: 41.017964,  Lng: -74.218781),  Route carried "on" structure: Ramp Interstate 287,  Year Built: 1993,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 2,497 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,996 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: COLNIALRd(CR117)&PondBr,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.528,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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

Find on map >>

Structure Number: 235177,  Location: 0.8 MI N OF NJ RT 208 JCT (Lat: 41.023350,  Lng: -74.209233),  Route carried "on" structure: Interstate 287,  Year Built: 1993,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 57,682 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 69,218 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: FRANKLIN AVENUE (CR 84)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.558,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 40.8 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 233159,  Location: 2.2 MI SOUTH OF I-287 JCT (Lat: 41.006944,  Lng: -74.192500),  Route carried "under" structure: County highway 502,  Year Built: 1959,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 11,934 (year 2005),  Features Intersected: EWING AVENUE(CO RT 502),  Facility Carried by Structure: ROUTE NJ 208
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 11.137,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>

Structure Number: 23316,  Location: 5.6 MI N OF CO. 507 JCT (Lat: 41.011567,  Lng: -74.285650),  Route carried "under" structure: State highway 208,  Year Built: 1960,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 57,122 (year 2005),  Truck Traffic: 5%,  Features Intersected: RTE NJ 208,  Facility Carried by Structure: SUMMIT AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 13.647,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

Find on map >>

Structure Number: 233161,  Location: 1.3 MI SE OF 208-202 JCT (Lat: 41.033056,  Lng: -74.218611),  Route carried "under" structure: City street 117,  Year Built: 1961,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 10,098 (year 2005),  Truck Traffic: 4%,  Features Intersected: COLONIAL ROAD (CR 117),  Facility Carried by Structure: NJ ROUTE 208
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 2.913,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

Find on map >>

Structure Number: 233169,  Location: 0.32 MI. N. COLONIAL RD. (Lat: 41.021667,  Lng: -74.223333),  Route carried "under" structure: Interstate 287,  Year Built: 1991,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 93,500 (year 2007),  Truck Traffic: 9%,  Features Intersected: I 287,  Facility Carried by Structure: NJ 208 NB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 96.239,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 42.1m (138.1ft)

Find on map >>

Structure Number: 233411,  Location: 2.1 MI S OF ROUTE 202 JCT (Lat: 41.013867,  Lng: -74.208281),  Route carried "under" structure: State highway 208,  Year Built: 1986,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 54,591 (year 2005),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 208,  Facility Carried by Structure: CORP ENTRANCE BR.
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 14.194,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 43.3m (142.1ft)

Find on map >>

Structure Number: 233412,  Location: 1.7 MI S OF ROUTE 202 JCT (Lat: 41.016064,  Lng: -74.213592),  Route carried "under" structure: State highway 208,  Year Built: 1986,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 54,591 (year 2005),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 208,  Facility Carried by Structure: CORP. EXIT BRIDGE
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 14.709,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 43.3m (142.1ft)

Find on map >>

Structure Number: 235156,  Location: 1.9 M. N. OF RT 208 JCT (Lat: 41.033333,  Lng: -74.190333),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 112 (year 2007),  Truck Traffic: 1%,  Features Intersected: SHADOW RIDGE ROAD,  Facility Carried by Structure: I-287 SOUTHBOUND
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>

Structure Number: 235157,  Location: 1.9 MI N OF RT 208 JCT (Lat: 41.033333,  Lng: -74.194150),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 112 (year 2007),  Truck Traffic: 1%,  Features Intersected: BRIDLE WAY,  Facility Carried by Structure: I-287 NORTHBOUND
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>

Structure Number: 235158,  Location: 3.0 MILES NORTH OF NJ208 (Lat: 41.054167,  Lng: -74.188611),  Route carried "under" structure: Interstate 287,  Year Built: 1991,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 59,974 (year 2005),  Truck Traffic: 9%,  Features Intersected: I-287,  Facility Carried by Structure: PHELPS ROAD
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 99.795,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

Find on map >>

Structure Number: 235166,  Location: AT I-287 & NJ 208 JCT (Lat: 41.019250,  Lng: -74.221450),  Route carried "under" structure: Interstate 287,  Year Built: 1993,  Structure Length: 19.84m (65.09ft),  Average Daily Traffic: 93,488 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-287,NJ 208,R.R & WTRWY
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 96.464,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>

Structure Number: 235166,  Location: AT I-287 & NJ 208 JCT (Lat: 41.019250,  Lng: -74.221450),  Route carried "under" structure: State highway 208,  Year Built: 1993,  Structure Length: 19.84m (65.09ft),  Average Daily Traffic: 55,121 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-287,NJ 208,R.R & WTRWY,  Facility Carried by Structure: RAMP A (I-287)
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 15.482,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>

Structure Number: 235176,  Location: 1.47 MI N OF RT 202 INT (Lat: 41.017964,  Lng: -74.218781),  Route carried "under" structure: County highway 117,  Year Built: 1993,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 3,225 (year 2007),  Truck Traffic: 4%,  Features Intersected: COLNIALRd(CR117)&PondBr,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 2.881,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>

Structure Number: 235177,  Location: 0.8 MI N OF NJ RT 208 JCT (Lat: 41.023350,  Lng: -74.209233),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 5,915 (year 2007),  Truck Traffic: 4%,  Features Intersected: FRANKLIN AVENUE (CR 84),  Facility Carried by Structure: ROUTE I-287
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 2.623,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)