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

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Structure Number: 1803156,  Location: 8MI EAST OF I-287 JCT (Lat: 40.625850,  Lng: -74.439633),  Route carried "on" structure: US 22,  Year Built: 1929,  Year Reconstructed: 1938,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 61,192 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 73,430 (year 2027),  Design Load: H 20,  Features Intersected: STONY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.809,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1803158,  Location: 8 MI EAST OF I-287 (Lat: 40.627500,  Lng: -74.436528),  Route carried "on" structure: County highway 531,  Year Built: 1956,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 14,350 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,100 (year 2027),  Design Load: HS 20,  Features Intersected: U.S. 22,  Facility Carried by Structure: WATCHUNG AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.723,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 31 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: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $57,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18M0901,  Location: 0.7 MI S. OF RT 22 (Lat: 40.605233,  Lng: -74.449783),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 7,575 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,090 (year 2028),  Design Load: HS 25,  Features Intersected: GREEN BROOK,  Facility Carried by Structure: CLINTON AVE
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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to 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: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 18M0902,  Location: 0.98 MI S OF RT 22 JCT (Lat: 40.610117,  Lng: -74.437500),  Route carried "on" structure: County highway 649,  Year Built: 2003,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 7,117 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,540 (year 2027),  Design Load: HS 20,  Features Intersected: GREEN BROOK,  Facility Carried by Structure: WEST END AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007

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Structure Number: 18M0903,  Location: SOMERSET/UNION CO. LINE (Lat: 40.613333,  Lng: -74.433333),  Route carried "on" structure: City street ,  Year Built: 1904,  Status: Closed,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 280 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 336 (year 2019),  Features Intersected: GREEN BROOK,  Facility Carried by Structure: GERAUD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Serious,  Channel: Poor,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 1999,  Other Special Inspection Date: September 1999,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,726,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18M0904,  Location: NORTH OF NJ ROUTE 28 (Lat: 40.615633,  Lng: -74.431000),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Posted for load,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 489 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 587 (year 2027),  Features Intersected: GREEN BROOK,  Facility Carried by Structure: SYCAMORE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 25.4 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $23,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18M0905,  Location: NORTH OF NJ ROUTE 28 (Lat: 40.616283,  Lng: -74.429333),  Route carried "on" structure: City street ,  Year Built: 1911,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,550 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,860 (year 2027),  Features Intersected: GREEN BROOK,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Inventory Rating: 23.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007

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Structure Number: 18M0906,  Location: N PLAINFIELD BORO (Lat: 40.617200,  Lng: -74.427167),  Route carried "on" structure: City street ,  Year Built: 1916,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 7,887 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,464 (year 2027),  Features Intersected: GREEN BROOK,  Facility Carried by Structure: GROVE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007

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Structure Number: 18M0907,  Location: .1 MI SO GREENBROOK RD (Lat: 40.613983,  Lng: -74.446117),  Route carried "on" structure: County highway 649,  Year Built: 1976,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 7,273 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,728 (year 2027),  Design Load: HS 20,  Features Intersected: STONY BROOK,  Facility Carried by Structure: WEST END AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 18M1001,  Location: 0.1 MI N.OF RT.28 (Lat: 40.617917,  Lng: -74.426417),  Route carried "on" structure: City street ,  Year Built: 1903,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,133 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,560 (year 2027),  Features Intersected: GREEN BROOK,  Facility Carried by Structure: DUER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  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

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Structure Number: 18M1002,  Location: UNION COUNTY LINE (Lat: 40.619067,  Lng: -74.424933),  Route carried "on" structure: County highway 531,  Year Built: 1889,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 10,353 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,424 (year 2027),  Design Load: HS 20,  Features Intersected: GREEN BROOK,  Facility Carried by Structure: SOMERSET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.050,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: December 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18M1003,  Location: AT GREENBROOK RD INTERS. (Lat: 40.619767,  Lng: -74.438900),  Route carried "on" structure: City street ,  Year Built: 1913,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 2,185 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,622 (year 2027),  Design Load: HS 25,  Features Intersected: STONY BROOK,  Facility Carried by Structure: ROCKVIEW TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum 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: Galvanized Reinforcing

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Structure Number: 18M1004,  Location: GROVE ST INTERSECTION (Lat: 40.622067,  Lng: -74.436017),  Route carried "on" structure: County highway 636,  Year Built: 1973,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 11,716 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,059 (year 2027),  Design Load: HS 20,  Features Intersected: STONY BROOK,  Facility Carried by Structure: GREEN BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.849,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 18M1005,  Location: 0.05 MI N/GREENBROOK RD (Lat: 40.622800,  Lng: -74.436367),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,568 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,482 (year 2027),  Design Load: HS 20,  Features Intersected: CRAB BROOK,  Facility Carried by Structure: GROVE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18M1006,  Location: 0.1 MI SO US RT 22 (Lat: 40.624633,  Lng: -74.439400),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 4,801 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,761 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: STONY BROOK,  Facility Carried by Structure: GROVE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 18M1021,  Location: 0.1 MI NO GREENBROOK RD (Lat: 40.623217,  Lng: -74.435917),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,061 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,273 (year 2027),  Design Load: HS 20,  Features Intersected: CRAB BROOK,  Facility Carried by Structure: DUER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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

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Structure Number: 18M1022,  Location: AT SOMERSET ST INTERSECT. (Lat: 40.629167,  Lng: -74.441933),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,644 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,973 (year 2027),  Design Load: HS 20,  Features Intersected: STONY BROOK,  Facility Carried by Structure: INTERHAVEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1803158,  Location: 8 MI EAST OF I-287 (Lat: 40.627500,  Lng: -74.436528),  Route carried "under" structure: US 22,  Year Built: 1956,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 62,420 (year 2007),  Truck Traffic: 4%,  Features Intersected: U.S. 22,  Facility Carried by Structure: WATCHUNG AVE
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 72.211,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)