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

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Structure Number: 110003,  Location: 0.33 mile E of US 130 (Lat: 40.197211,  Lng: -74.649100),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 17,745 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,655 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: EDGE'S BROOK,  Facility Carried by Structure: KLOCKNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 22 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: 2.4m (7.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1100034,  Location: NEXT TO PEDDIE SCHOOL (Lat: 40.266861,  Lng: -74.521650),  Route carried "on" structure: City street ,  Year Built: 1896,  Year Reconstructed: 2002,  Status: Posted for load,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 3,115 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,800 (year 2041),  Features Intersected: PEDDIE LAKE,  Facility Carried by Structure: WARD STREET
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 8.93m (29.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Underwater Inspection Date: May 2019,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $4,205,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $5,694,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1100035,  Location: 1020 feet N of CR571 (Lat: 40.261019,  Lng: -74.513719),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 990 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,205 (year 2041),  Features Intersected: ROCKY BROOK,  Facility Carried by Structure: WARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1100046,  Location: 0.9 mile South of CR 571 (Lat: 40.278111,  Lng: -74.577011),  Route carried "on" structure: County highway 535,  Year Built: 2008,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 13,710 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,730 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BIG BEAR BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.222,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  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: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1108602,  Location: .5 MI N OF CR 571 (Lat: 40.291261,  Lng: -74.548731),  Route carried "on" structure: County highway 535,  Year Built: 2000,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 9,490 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,575 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MILLSTONE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.990,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.8 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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1108621,  Location: 1.33 mi W of US 130 (Lat: 40.268100,  Lng: -74.565250),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,276 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,931 (year 2041),  Design Load: HS 20,  Features Intersected: BEAR BROOK,  Facility Carried by Structure: DUTCH NECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.621,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $109,000,  Total Project Cost: $240,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1108632,  Location: 0.9 MI EAST OF RT 130 (Lat: 40.272161,  Lng: -74.524800),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,236 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,483 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ROCKY BROOK,  Facility Carried by Structure: BANK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 1108641,  Location: 0.5 mile of CR 539 (Lat: 40.260119,  Lng: -74.518731),  Route carried "on" structure: County highway 571,  Year Built: 1975,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 3,180 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,880 (year 2041),  Design Load: HS 20,  Features Intersected: SCHENCK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.993,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 111515,  Location: 1.84 MI E OF US130 JUNC (Lat: 40.270169,  Lng: -74.522611),  Route carried "on" structure: State highway 33,  Year Built: 1907,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 16,220 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,792 (year 2040),  Features Intersected: ROCKY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.949,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $74,000 ( Estimate for 2020)

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Structure Number: 1123152,  Location: 0.35 MI N OF RT 571 JCT (Lat: 40.276881,  Lng: -74.534261),  Route carried "on" structure: US 130,  Year Built: 1936,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 33,040 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,649 (year 2040),  Design Load: HL 93,  Features Intersected: ROCKY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.916,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $294,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $397,000 ( Estimate for 2018),  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: 1143165,  Location: 1.2 Ml W of US 130 Jct. (Lat: 40.284181,  Lng: -74.551139),  Route carried "on" structure: State highway 133,  Year Built: 2000,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 6,771 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,125 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: TRIB. OF MILLSTONE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 1143166,  Location: 0.89 MI WEST OF RT130 JCT (Lat: 40.281931,  Lng: -74.545881),  Route carried "on" structure: State highway 133,  Year Built: 1998,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 6,626 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,084 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ONE MILE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  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: 1143167,  Location: 0.89 MI WEST OF RT130 JCT (Lat: 40.282161,  Lng: -74.545919),  Route carried "on" structure: State highway 133,  Year Built: 1998,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 7,253 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,850 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ONE MILE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.0 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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 1143168,  Location: 0.39 MI WEST OF ROUTE 130 (Lat: 40.282839,  Lng: -74.536800),  Route carried "on" structure: State highway 133,  Year Built: 1998,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 7,253 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,703 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ROCKY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 1143169,  Location: 0.47 MI WEST OF ROUTE 130 (Lat: 40.283000,  Lng: -74.537231),  Route carried "on" structure: State highway 133,  Year Built: 1998,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 22,289 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,747 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ROCKY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: June 2020,  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: 114317,  Location: 1.61 MI EAST OF RTE 571 (Lat: 40.282369,  Lng: -74.529711),  Route carried "on" structure: State highway 133,  Year Built: 1998,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 7,594 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,266 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US 130
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.591,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  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: 1143171,  Location: 0.81 MINORTH OF RTE 571 (Lat: 40.282600,  Lng: -74.528811),  Route carried "on" structure: State highway 133,  Year Built: 1998,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 8,706 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,443 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US ROUTE 130
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.591,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.6 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  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: 1143172,  Location: 0.45 MI EAST OF RTE 130 (Lat: 40.281700,  Lng: -74.521039),  Route carried "on" structure: State highway 133,  Year Built: 1998,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 12,226 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,918 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NORTH MAIN ST (CR 539)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.315,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.6 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: 1143173,  Location: 0.45 MI EAST OF RTE 130 (Lat: 40.281919,  Lng: -74.520761),  Route carried "on" structure: State highway 133,  Year Built: 1998,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 12,226 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,918 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NORTH MAIN ST (539)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.315,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: 1143174,  Location: 0.84 MI WEST OF ROUTE 33 (Lat: 40.276269,  Lng: -74.510750),  Route carried "on" structure: State highway 133,  Year Built: 1998,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 12,300 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,800 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WYCKOFF MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.426,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 1143175,  Location: 0.21 MI W OF NJTPK JCT (Lat: 40.276361,  Lng: -74.510511),  Route carried "on" structure: State highway 133,  Year Built: 1998,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 12,300 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,800 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WYCKOFF MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.426,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 1143176,  Location: 0.63 MILES WEST OF NJ 33 (Lat: 40.275111,  Lng: -74.507411),  Route carried "on" structure: State highway 133,  Year Built: 1998,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 13,631 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,357 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NJ TURNPIKE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 4.764,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  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: 1143177,  Location: 0.63 MI WEST OF NJ 33 (Lat: 40.275011,  Lng: -74.506169),  Route carried "on" structure: State highway 133,  Year Built: 1998,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 12,561 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,074 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NJ TURNPIKE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 4.764,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  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: 1176213,  Location: 0.5 MI SE OF CTY RTE 535 (Lat: 40.274069,  Lng: -74.570731),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,058 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,269 (year 2041),  Design Load: HS 20,  Features Intersected: BIG BEAR BROOK,  Facility Carried by Structure: DORCHESTER DRIVE
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),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 56.2 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: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1186212,  Location: 0.7 MILES SE.CO.ROUTE 535 (Lat: 40.267261,  Lng: -74.579019),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,460 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,780 (year 2041),  Design Load: HS 20,  Features Intersected: S. BRANCH BIG BEAR BR.,  Facility Carried by Structure: DUTCH NECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.382,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 125B17,  Location: 1.1 MILE EAST OF US 130 (Lat: 40.283039,  Lng: -74.509639),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 324 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 395 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MILLSTONE RIVER,  Facility Carried by Structure: HGTSTN-CRAN STA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  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: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 1300U7,  Location: 2 MILES SO. OF NJTPK (Lat: 40.216669,  Lng: -74.543269),  Route carried "on" structure: County highway 539,  Year Built: 1941,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 5,378 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,562 (year 2041),  Features Intersected: ASSUNPINK CREEK,  Facility Carried by Structure: OLD YORK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.184,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,198,000,  Roadway Improvement Cost: $296,000,  Total Project Cost: $2,125,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M06479R,  Location: 2.81 MI SOUTH OF INT 8 (Lat: 40.233503,  Lng: -74.541814),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 1,239 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,512 (year 2040),  Design Load: H 20,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: PERRINEVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.267,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: M06552R,  Location: 2 MI SOUTH OF EXIT 8 (Lat: 40.239789,  Lng: -74.530664),  Route carried "on" structure: County highway 539,  Year Built: 2013,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 5,324 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,497 (year 2040),  Design Load: HL 93,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: Old York Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.242,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.5m (155.8ft),  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: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: M06623,  Location: 1.3 MI SOUTH OF EXIT 8 (Lat: 40.246375,  Lng: -74.520417),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 123,094 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 150,198 (year 2040),  Design Load: HS 20,  Features Intersected: Cedar Swamp Brook
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.796,  Lanes on structure: 12,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 76.2m (250.0ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 76.2m (250.0ft),  Out-to-Out Width: 84.7m (277.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: M06689,  Location: 0.71 MI SOUTH OF INT. 8 (Lat: 40.255064,  Lng: -74.514794),  Route carried "on" structure: ServiceInterstate 95,  Year Built: 2013,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 125 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 153 (year 2040),  Design Load: HS 20,  Features Intersected: NJTP NSO-NSI-SNI-SNO,  Facility Carried by Structure: MILE 67 U-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.858,  Lanes on structure: 2,  Lanes under structure: 12,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: M06708R,  Location: 0.52 MI SOUTH OF EXIT 8 (Lat: 40.257567,  Lng: -74.513775),  Route carried "on" structure: County highway 571,  Year Built: 2013,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 3,102 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,785 (year 2040),  Design Load: H 20,  Features Intersected: NJ TPK(I-95),  Facility Carried by Structure: ETRA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.656,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.9m (153.9ft),  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: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: M06727,  Location: 0.3 MI SOUTH OF EXIT 8 (Lat: 40.259958,  Lng: -74.512592),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 152,139 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 185,638 (year 2041),  Design Load: HS 20,  Features Intersected: ROCKY BROOK,  Facility Carried by Structure: SNI & NSI ROADWAYS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.245,  Lanes on structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 42.4m (139.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 42.4m (139.1ft),  Out-to-Out Width: 44.8m (147.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Other

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Structure Number: M06727N,  Location: 0.3MI SOUTH INT 8 (Lat: 40.259861,  Lng: -74.512608),  Route carried "on" structure: Interstate 95,  Year Built: 2013,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 61,741 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 75,336 (year 2041),  Design Load: HL 93,  Features Intersected: Rocky Brook
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.309,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M06727S,  Location: 0.3 MI SOUTH OF INT 8 (Lat: 40.260625,  Lng: -74.512850),  Route carried "on" structure: Interstate 95,  Year Built: 2013,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 61,353 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 74,863 (year 2041),  Design Load: HL 93,  Features Intersected: Rocky Brook
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.309,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M06747,  Location: At Interchange 8 (Lat: 40.263058,  Lng: -74.511733),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2013,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 10,201 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 12,447 (year 2041),  Design Load: HL 93,  Features Intersected: NJTPK,  Facility Carried by Structure: Int. 8 Rmp NT & TS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.615,  Lanes on structure: 2,  Lanes under structure: 16,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.6m (175.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  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: 14.08m (46.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Roadway Improvement Cost: $500,000,  Total Project Cost: $500,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M06747A,  Location: At Interchange 8 (Lat: 40.261811,  Lng: -74.511772),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2014,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 1,729 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,110 (year 2041),  Design Load: HL 93,  Features Intersected: SNO Roadway,  Facility Carried by Structure: Ramp SIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.631,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M06747B,  Location: At Interchange 8 (Lat: 40.264211,  Lng: -74.510492),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2014,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 1,975 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,409 (year 2041),  Design Load: HL 93,  Features Intersected: SNO Roadway,  Facility Carried by Structure: Ramp TNI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.631,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M06747C,  Location: At Interchange 8 (Lat: 40.264550,  Lng: -74.511817),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2014,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 1,975 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,409 (year 2041),  Design Load: HL 93,  Features Intersected: NSO Roadway,  Facility Carried by Structure: Ramp TSI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.631,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing