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


  • National Bridge Inventory (NBI) Statistics
  • 54Number of bridges
  • 394ft / 120mTotal length
  • $15,774,000Total costs
  • 1,292,811Total average daily traffic
  • 94,925Total average daily truck traffic
  • 763,593Total future (year 2037) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Martinsville
  • No street view available for this location

New bridges in Martinsville, NJ - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 21930-1939
  • 11940-1949
  • 21950-1959
  • 311960-1969
  • 21970-1979
  • 21980-1989
  • 81990-1999
  • 42000-2009
  • 12010-2018
Reconstructed bridges in Martinsville, NJ - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 11980-1989
  • 61990-1999
  • 22000-2009
Average Bridge Daily Traffic in Martinsville, NJ
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 19.4%Very good
  • 41.7%Good
  • 19.4%Satisfactory
  • 5.6%Fair
  • 13.9%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 27.0%Very good
  • 37.8%Good
  • 27.0%Satisfactory
  • 5.4%Fair
  • 2.7%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 10.8%Very good
  • 32.4%Good
  • 40.5%Satisfactory
  • 16.2%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 11.1%Very good
  • 18.5%Good
  • 51.9%Satisfactory
  • 18.5%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 66.7%Good
  • 33.3%Satisfactory
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Structure Number: 1803151,  Location: 0.8 MI EAST OF I-287 JCT (Lat: 40.575000,  Lng: -74.552831),  Route carried "on" structure: County highway 525,  Year Built: 1953,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 9,630 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,000 (year 2037),  Design Load: H 20,  Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1803151,  Location: 0.8 MI EAST OF I-287 JCT (Lat: 40.575000,  Lng: -74.552831),  Route carried "under" structure: US 22,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 71,810 (year 2017),  Truck Traffic: 4%,  Features Intersected: US 22,  Facility Carried by Structure: THOMPSON AV(CO525)
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 60.463,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 1806153,  Location: INTERSECTION RT I-287 (Lat: 40.568300,  Lng: -74.556769),  Route carried "on" structure: State highway 28,  Year Built: 1960,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 25,194 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 69,851 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: RT I-287
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.573,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 2.8m (9.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.34m (1.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Roadway Improvement Cost: $24,000,  Total Project Cost: $37,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1806153,  Location: INTERSECTION RT I-287 (Lat: 40.568300,  Lng: -74.556769),  Route carried "under" structure: Interstate 287,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 99,589 (year 2016),  Truck Traffic: 9%,  Features Intersected: RT I-287,  Facility Carried by Structure: RT 28
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 21.726,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 1808163,  Location: 0.13 Miles S of I-78 Jct. (Lat: 40.641331,  Lng: -74.636911),  Route carried "on" structure: US 202,  Year Built: 1989,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 22,299 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,210 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: CHAMBERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.057,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 168.0m (551.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 67.1 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: Equal to 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: June 2017,  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: 181315,  Location: .8MI North of Route 28 (Lat: 40.575000,  Lng: -74.566769),  Route carried "on" structure: Interstate 287,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 42,818 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 55,662 (year 2037),  Design Load: HS 20,  Features Intersected: RT 22 EASTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.917,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  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: Equal to present desirable criteria,  Length Of Structure Improvement: 53.60m (175.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $295,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 181315,  Location: .8MI North of Route 28 (Lat: 40.575000,  Lng: -74.566769),  Route carried "under" structure: US 22,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 7,128 (year 2017),  Truck Traffic: 4%,  Features Intersected: RT 22 EASTBOUND,  Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 59.256,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 1813152,  Location: 0.85 MI N OF NJ 28 JCT (Lat: 40.576139,  Lng: -74.568069),  Route carried "on" structure: Interstate 287,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 51,300 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,600 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: US 22 Westbound
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.094,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.6m (5.2ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 1.6m (5.2ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1813152,  Location: 0.85 MI N OF NJ 28 JCT (Lat: 40.576139,  Lng: -74.568069),  Route carried "under" structure: US 22,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 37,450 (year 2015),  Truck Traffic: 4%,  Features Intersected: US 22 Westbound,  Facility Carried by Structure: I-287 Northbound
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 59.256,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1813153,  Location: 0.85 MI N OF NJ 28 JCT (Lat: 40.576439,  Lng: -74.571000),  Route carried "on" structure: Interstate 287,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 39,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,500 (year 2037),  Design Load: HS 20,  Features Intersected: US 22 WB+I-287 RAMP "NC"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.094,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 2.3m (7.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 274.30m (899.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Roadway Improvement Cost: $22,000,  Total Project Cost: $22,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1813153,  Location: 0.85 MI N OF NJ 28 JCT (Lat: 40.576439,  Lng: -74.571000),  Route carried "under" structure: US 22,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2017),  Truck Traffic: 4%,  Features Intersected: US 22 WB+I-287 RAMP "NC",  Facility Carried by Structure: I-287 SB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 59.031,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1813153,  Location: 0.85 MI N OF NJ 28 JCT (Lat: 40.576439,  Lng: -74.571000),  Route carried "under" structure: Ramp Interstate 287,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,550 (year 2017),  Truck Traffic: 9%,  Features Intersected: US 22 WB+I-287 RAMP "NC"
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 23.094,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1817157,  Location: 1.1 MI EAST OF I-287 (Lat: 40.643500,  Lng: -74.624189),  Route carried "on" structure: Interstate 78,  Year Built: 1965,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 38,058 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,667 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: WASHING VALLEY RD(CO620)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.435,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 5 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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 62.50m (205.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $2,037,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $2,400,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1817157,  Location: 1.1 MI EAST OF I-287 (Lat: 40.643500,  Lng: -74.624189),  Route carried "under" structure: County highway 620,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,642 (year 2016),  Truck Traffic: 4%,  Features Intersected: WASHING VALLEY RD(CO620),  Facility Carried by Structure: I-78 EB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 7.741,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 1817158,  Location: 1.1 MI EAST OF I-287 (Lat: 40.644189,  Lng: -74.624581),  Route carried "on" structure: Interstate 78,  Year Built: 1965,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 39,182 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 53,703 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: WASHING VALLEY RD(CO620)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.435,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 63.10m (207.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $1,475,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $171,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1817158,  Location: 1.1 MI EAST OF I-287 (Lat: 40.644189,  Lng: -74.624581),  Route carried "under" structure: County highway 620,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,586 (year 2016),  Truck Traffic: 4%,  Features Intersected: WASHING VALLEY RD(CO620),  Facility Carried by Structure: I78 WB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 7.741,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 1817159,  Location: 2.4 MI EAST OF I-287 (Lat: 40.644500,  Lng: -74.600781),  Route carried "on" structure: Other road ,  Year Built: 1968,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 1,688 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,026 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-78 EASTBOUND,  Facility Carried by Structure: SOMERVILLE RD
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: 91.0m (298.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 27.10m (88.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $1,371,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,890,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1817159,  Location: 2.4 MI EAST OF I-287 (Lat: 40.644500,  Lng: -74.600781),  Route carried "under" structure: Interstate 78,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 38,806 (year 2016),  Truck Traffic: 9%,  Features Intersected: I-78 EASTBOUND,  Facility Carried by Structure: SOMERVILLE RD
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 53.511,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1817161,  Location: 2.4 MI EAST OF I-287 (Lat: 40.645050,  Lng: -74.600850),  Route carried "on" structure: Other road ,  Year Built: 1968,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 1,688 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,026 (year 2036),  Design Load: HS 20,  Features Intersected: I-78 WESTBOUND,  Facility Carried by Structure: SOMERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 27.10m (88.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $1,371,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,890,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1817161,  Location: 2.4 MI EAST OF I-287 (Lat: 40.645050,  Lng: -74.600850),  Route carried "under" structure: Interstate 78,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 38,806 (year 2016),  Truck Traffic: 9%,  Features Intersected: I-78 WESTBOUND,  Facility Carried by Structure: SOMERVILLE RD
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 53.511,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1817162,  Location: 3.7 Mi East of I-287 Jct. (Lat: 40.647181,  Lng: -74.575531),  Route carried "on" structure: County highway 525,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 11,711 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,294 (year 2037),  Design Load: HS 20,  Features Intersected: I-78,  Facility Carried by Structure: Martinsville Rd SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.139,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 79.60m (261.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $2,642,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $2,921,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1817162,  Location: 3.7 Mi East of I-287 Jct. (Lat: 40.647181,  Lng: -74.575531),  Route carried "under" structure: Interstate 78,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 101,534 (year 2017),  Truck Traffic: 9%,  Features Intersected: I-78,  Facility Carried by Structure: Martinsville Rd SB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 55.651,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 1817163,  Location: 4.5 MI EAST OF I-287 (Lat: 40.645819,  Lng: -74.560769),  Route carried "on" structure: Interstate 78,  Year Built: 1965,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 42,170 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 58,380 (year 2037),  Design Load: HS 20,  Features Intersected: TRIB TO DEAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.906,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1817164,  Location: 4.5 MI EAST OF I-287 (Lat: 40.646239,  Lng: -74.560881),  Route carried "on" structure: Interstate 78,  Year Built: 1965,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 46,990 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 56,000 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: TRIB TO DEAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.906,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 1817165,  Location: 1.24 MI W OF I-78 EXIT 36 (Lat: 40.646119,  Lng: -74.545619),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 1,170 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,640 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE I-78,  Facility Carried by Structure: DEAD RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.5m (8.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 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,  Length Of Structure Improvement: 0.69m (2.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $1,212,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $1,641,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1817165,  Location: 1.24 MI W OF I-78 EXIT 36 (Lat: 40.646119,  Lng: -74.545619),  Route carried "under" structure: Interstate 78,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 83,490 (year 2017),  Truck Traffic: 4%,  Features Intersected: ROUTE I-78,  Facility Carried by Structure: DEAD RIVER RD
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 58.178,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.5m (8.2ft)

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Structure Number: 1817166,  Location: 6.3 MI EAST OF I-287 (Lat: 40.647281,  Lng: -74.527611),  Route carried "on" structure: Interstate I-78,  Year Built: 1965,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 76,560 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 91,872 (year 2036),  Design Load: HS 20,  Features Intersected: TRIBUTARY DEAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.739,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Material/Design: Prestressed concrete,  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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 75.3 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2016,  Underwater Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1817167,  Location: 0.27 MI W / I-287 EXIT 36 (Lat: 40.647481,  Lng: -74.527289),  Route carried "on" structure: Interstate 78,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 40,769 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 48,923 (year 2036),  Design Load: HS 20,  Features Intersected: TRIBUTARY OF DEAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.739,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 162.0m (531.5ft),  Material/Design: Prestressed concrete,  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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.60m (47.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $1,192,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,680,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1817168,  Location: 6.6 MILES EAST OF 287 JCT (Lat: 40.647561,  Lng: -74.522311),  Route carried "on" structure: County highway 651,  Year Built: 1965,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 6,300 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,500 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-78,  Facility Carried by Structure: KING GEORGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.015,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 90.6 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 21.50m (70.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1817168,  Location: 6.6 MILES EAST OF 287 JCT (Lat: 40.647561,  Lng: -74.522311),  Route carried "under" structure: Interstate 78,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 97,300 (year 2016),  Truck Traffic: 9%,  Features Intersected: I-78,  Facility Carried by Structure: KING GEORGE RD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 60.173,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1817176,  Location: I-78 EXIT 33 (Lat: 40.646419,  Lng: -74.575331),  Route carried "on" structure: County highway 525,  Year Built: 1995,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 12,323 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,500 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.139,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.5m (8.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 104.50m (342.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $226,000 ( Estimate for 2016),  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: 1817176,  Location: I-78 EXIT 33 (Lat: 40.646419,  Lng: -74.575331),  Route carried "under" structure: Interstate 78,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 92,300 (year 2016),  Truck Traffic: 9%,  Features Intersected: I-78,  Facility Carried by Structure: CR 525 NB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 55.651,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 2.5m (8.2ft)

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Structure Number: 18F1007,  Location: East of S. Shore Dr. Int. (Lat: 40.638419,  Lng: -74.624400),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 417 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: CHAMBERS BROOK,  Facility Carried by Structure: NORTH SHORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 5.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable 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,  Inspection Date: September 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 18F1008,  Location: SOUTH OF N.SHORE DRIVE (Lat: 40.641700,  Lng: -74.628269),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 575 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 690 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: CHAMBERS BROOK,  Facility Carried by Structure: CORIELL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 47.0m (154.2ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.70m (67.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 18G081,  Location: 0.94 MI N OF US 22 JCT (Lat: 40.584750,  Lng: -74.560700),  Route carried "on" structure: County highway 525,  Year Built: 2003,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 10,971 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,387 (year 2037),  Design Load: HS 20,  Features Intersected: MIDDLE BROOK,  Facility Carried by Structure: CHIMNEY ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2017,  Underwater Inspection Date: November 2015
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Structure Number: 18G0812,  Location: 1.3 m N of US22 (Lat: 40.589331,  Lng: -74.563361),  Route carried "on" structure: County highway 525,  Year Built: 2003,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 10,971 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,387 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: MIDDLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.074,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 1.2m (3.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 90.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  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: 18G0903,  Location: 0.6 MI SO. WASH VALLEY RD (Lat: 40.597131,  Lng: -74.573250),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,955 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,345 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: W.BRANCH OF MIDDLE BROOK,  Facility Carried by Structure: NEWMAN'S LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 99.0m (324.8ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 90.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 18G0904,  Location: .5 MI SO WASH. VALLY RD. (Lat: 40.612050,  Lng: -74.590411),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,108 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,792 (year 2037),  Design Load: HS 20,  Features Intersected: W BR MIDDLE BROOK,  Facility Carried by Structure: CRIM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.10m (33.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $291,000,  Total Project Cost: $292,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18G101,  Location: 0.7 MI E.OF CO.RT.525 (Lat: 40.640681,  Lng: -74.564450),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,105 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,325 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: TRIB. DEAD RIVER,  Facility Carried by Structure: MOUNTAIN VIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017
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Structure Number: 18H0809,  Location: 0.74 mi N of US 22 (Lat: 40.584169,  Lng: -74.557881),  Route carried "on" structure: County highway 525,  Year Built: 1920,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 10,971 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,387 (year 2037),  Design Load: HS 20,  Features Intersected: MIDDLE BROOK,  Facility Carried by Structure: CHIMNEY ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.173,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $226,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $333,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18H0812,  Location: 0.39 MI NORTH US 22 (Lat: 40.579581,  Lng: -74.557350),  Route carried "on" structure: County highway 525,  Year Built: 1936,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 9,051 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,044 (year 2037),  Features Intersected: MIDDLE BROOK,  Facility Carried by Structure: THOMPSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.40m (66.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $719,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $900,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18H0814,  Location: 0.05 MI E OF MOUNTAIN AVE (Lat: 40.571650,  Lng: -74.527700),  Route carried "on" structure: City street ,  Year Built: 1941,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 314 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 377 (year 2037),  Features Intersected: TRIB GREEN BROOK,  Facility Carried by Structure: HAWTHORNE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18H0901,  Location: 0.4 MI EAST OF RT 525 JCT (Lat: 40.590631,  Lng: -74.555281),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.25m (0.82ft),  Average Daily Traffic: 1,596 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,947 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: EAST BR MIDDLE BROOK,  Facility Carried by Structure: GILBRIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 90.6 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: Equal to present desirable criteria,  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: October 2017,  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: 18H0902,  Location: 0.44 MI SO WASH VALLEY RD (Lat: 40.593531,  Lng: -74.544681),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,814 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,177 (year 2037),  Design Load: HS 20,  Features Intersected: EAST BR MIDDLE BROOK,  Facility Carried by Structure: VOSSELLER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 1.2m (3.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 69.9 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: 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2017,  Underwater Inspection Date: November 2017,  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: 18H0907,  Location: 1.37 MI EAST OF RT 525 (Lat: 40.602531,  Lng: -74.534181),  Route carried "on" structure: County highway 616,  Year Built: 1975,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 6,596 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,049 (year 2037),  Design Load: HS 20,  Features Intersected: DOCK WATCH HOLLOW BRK,  Facility Carried by Structure: Washington Val Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.205,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2017
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Structure Number: 18H0909,  Location: 0.2 MI NO WASH VALLEY RD (Lat: 40.606100,  Lng: -74.535031),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,751 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,101 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: DOCK WATCH HOLLOW RUN,  Facility Carried by Structure: DOCK WATCH HOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 0.9m (3.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 90.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 18H091,  Location: 0.2 MI E. DOCK WTCH HO RD (Lat: 40.610369,  Lng: -74.538131),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 575 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 690 (year 2037),  Features Intersected: DOCK WATCH HOLLOW BROOK,  Facility Carried by Structure: FERGUSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 12.20m (40.03ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Other Special Inspection Date: September 2017,  Bridge Improvement Cost: $738,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,074,000 ( Estimate for 2017),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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