Bridge Statistics for Union, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11910-1919
- 21920-1929
- 71940-1949
- 211950-1959
- 61960-1969
- 171970-1979
- 12000-2009
- 72010-2019
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 01940-1949
- 01950-1959
- 31960-1969
- 41970-1979
- 01980-1989
- 01990-1999
- 32000-2009
- 42010-2019
- Bridge Condition - Deck
- 9.7%Very good
- 29.0%Good
- 19.4%Satisfactory
- 35.5%Fair
- 6.5%Poor
- Bridge Condition - Superstructure
- 3.0%Very good
- 27.3%Good
- 39.4%Satisfactory
- 27.3%Fair
- 3.0%Poor
- Bridge Condition - Substructure
- 6.1%Very good
- 18.2%Good
- 57.6%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 46.2%Good
- 53.8%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 2003161, Location: 0.9 MI. EAST OF CR 509A (Lat: 40.687711, Lng: -74.311931), Route carried "on" structure: US 22, Year Built: 1917, Year Reconstructed: 1926, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 41,300 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 49,600 (year 2041), Design Load: HS 20, Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.199, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021, Total Project Cost: $277,000 ( Estimate for 2021)
Structure Number: 2003161, Location: 0.9 MI. EAST OF CR 509A (Lat: 40.687711, Lng: -74.311931), Route carried "on" structure: US 22, Year Built: 1917, Year Reconstructed: 1926, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 41,300 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 49,600 (year 2041), Design Load: HS 20, Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.199, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021, Total Project Cost: $277,000 ( Estimate for 2021)
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Structure Number: 2003162, Location: 0.9 MI. EAST OF CR 509A (Lat: 40.688650, Lng: -74.311739), Route carried "on" structure: US 22, Year Built: 1941, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 41,300 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 49,600 (year 2041), Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.199, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $277,000, Total Project Cost: $319,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2003162, Location: 0.9 MI. EAST OF CR 509A (Lat: 40.688650, Lng: -74.311739), Route carried "on" structure: US 22, Year Built: 1941, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 41,300 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 49,600 (year 2041), Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.199, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $277,000, Total Project Cost: $319,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2003166, Location: 0.3 MI W OF GSP JCT (Lat: 40.691881, Lng: -74.273189), Route carried "on" structure: US 22, Year Built: 1929, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 59,089 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 72,027 (year 2041), Design Load: HS 20, Features Intersected: CHESTNUT STREET(CR626)
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 88.530, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: 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: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $5,578,000, Roadway Improvement Cost: $124,000, Total Project Cost: $8,140,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2003166, Location: 0.3 MI W OF GSP JCT (Lat: 40.691881, Lng: -74.273189), Route carried "on" structure: US 22, Year Built: 1929, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 59,089 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 72,027 (year 2041), Design Load: HS 20, Features Intersected: CHESTNUT STREET(CR626)
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 88.530, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: 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: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $5,578,000, Roadway Improvement Cost: $124,000, Total Project Cost: $8,140,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2003167, Location: 0.1 MI W OF G S PARKWAY (Lat: 40.691919, Lng: -74.268500), Route carried "on" structure: US 22, Year Built: 1941, Year Reconstructed: 2011, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 64,710 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 77,652 (year 2041), Design Load: HS 20, Features Intersected: BURKE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.932, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2003167, Location: 0.1 MI W OF G S PARKWAY (Lat: 40.691919, Lng: -74.268500), Route carried "on" structure: US 22, Year Built: 1941, Year Reconstructed: 2011, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 64,710 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 77,652 (year 2041), Design Load: HS 20, Features Intersected: BURKE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.932, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 2003168, Location: 1.0 MI WEST OF GS PARKWAY (Lat: 40.692069, Lng: -74.268219), Route carried "on" structure: US 22, Year Built: 1941, Year Reconstructed: 2016, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 28,700 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 34,400 (year 2040), Design Load: HL 93, Features Intersected: BURKE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.932, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 97.2 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: 84.9 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2003168, Location: 1.0 MI WEST OF GS PARKWAY (Lat: 40.692069, Lng: -74.268219), Route carried "on" structure: US 22, Year Built: 1941, Year Reconstructed: 2016, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 28,700 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 34,400 (year 2040), Design Load: HL 93, Features Intersected: BURKE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.932, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 97.2 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: 84.9 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200415, Location: 0.89mi N. of CR 509 (Lat: 40.697081, Lng: -74.252661), Route carried "on" structure: County highway 630, Year Built: 1940, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 15,270 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 18,630 (year 2041), Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.731, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), 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: 16.7m (54.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200415, Location: 0.89mi N. of CR 509 (Lat: 40.697081, Lng: -74.252661), Route carried "on" structure: County highway 630, Year Built: 1940, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 15,270 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 18,630 (year 2041), Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.731, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), 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: 16.7m (54.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2004159, Location: 0.3 MI EAST OF GSP JCT (Lat: 40.694881, Lng: -74.262339), Route carried "on" structure: US 22, Year Built: 1953, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 31,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 37,200 (year 2040), Features Intersected: NJ 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.657, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, 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: 2, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,049,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,264,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2004159, Location: 0.3 MI EAST OF GSP JCT (Lat: 40.694881, Lng: -74.262339), Route carried "on" structure: US 22, Year Built: 1953, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 31,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 37,200 (year 2040), Features Intersected: NJ 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.657, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, 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: 2, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,049,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,264,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200416, Location: GSP INTERCHANGE NO. 140 (Lat: 40.694250, Lng: -74.260869), Route carried "on" structure: US 22, Year Built: 1952, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 74,189 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 90,607 (year 2041), Design Load: HS 20, Features Intersected: NJ 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.657, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200416, Location: GSP INTERCHANGE NO. 140 (Lat: 40.694250, Lng: -74.260869), Route carried "on" structure: US 22, Year Built: 1952, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 74,189 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 90,607 (year 2041), Design Load: HS 20, Features Intersected: NJ 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.657, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2004161, Location: .37 MI EAST OF GSP JCT (Lat: 40.693650, Lng: -74.261269), Route carried "on" structure: Ramp US 22, Year Built: 1952, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 5,975 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,165 (year 2021), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.657, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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
Structure Number: 2004161, Location: .37 MI EAST OF GSP JCT (Lat: 40.693650, Lng: -74.261269), Route carried "on" structure: Ramp US 22, Year Built: 1952, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 5,975 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,165 (year 2021), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.657, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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
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Structure Number: 2004162, Location: 0.37 MI E OF GSP JCT (Lat: 40.693719, Lng: -74.261219), Route carried "on" structure: Ramp US 22, Year Built: 1952, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 6,795 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,155 (year 2041), Design Load: HS 20, Features Intersected: RELIEF, Facility Carried by Structure: NJ 82 EB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.657, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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
Structure Number: 2004162, Location: 0.37 MI E OF GSP JCT (Lat: 40.693719, Lng: -74.261219), Route carried "on" structure: Ramp US 22, Year Built: 1952, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 6,795 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,155 (year 2041), Design Load: HS 20, Features Intersected: RELIEF, Facility Carried by Structure: NJ 82 EB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.657, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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
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Structure Number: 201017, Location: 0.2 MI W OF RT124&I78 JCT (Lat: 40.713531, Lng: -74.299869), Route carried "on" structure: Interstate 78, Year Built: 1967, Year Reconstructed: 1972, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 40,060 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 48,881 (year 2041), Design Load: HS 20, Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.224, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Channel: Satisfactory, Culverts: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 201017, Location: 0.2 MI W OF RT124&I78 JCT (Lat: 40.713531, Lng: -74.299869), Route carried "on" structure: Interstate 78, Year Built: 1967, Year Reconstructed: 1972, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 40,060 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 48,881 (year 2041), Design Load: HS 20, Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.224, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Channel: Satisfactory, Culverts: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 2010171, Location: BETWEEN I-78 EXITS 48&49 (Lat: 40.713331, Lng: -74.298861), Route carried "on" structure: Interstate 78, Year Built: 1967, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 80,710 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 96,852 (year 2041), Design Load: HS 20, Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.240, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2010171, Location: BETWEEN I-78 EXITS 48&49 (Lat: 40.713331, Lng: -74.298861), Route carried "on" structure: Interstate 78, Year Built: 1967, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 80,710 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 96,852 (year 2041), Design Load: HS 20, Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.240, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2010172, Location: 0.1MI W of Interch. 49 (Lat: 40.714150, Lng: -74.299900), Route carried "on" structure: Interstate 78, Year Built: 1967, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 86,255 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 103,505 (year 2041), Design Load: HS 20+Mod, Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.240, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.2 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2010172, Location: 0.1MI W of Interch. 49 (Lat: 40.714150, Lng: -74.299900), Route carried "on" structure: Interstate 78, Year Built: 1967, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 86,255 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 103,505 (year 2041), Design Load: HS 20+Mod, Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.240, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.2 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2010175, Location: 2.7 MI WEST OF GSP JCT (Lat: 40.715181, Lng: -74.295961), Route carried "on" structure: Interstate 78, Year Built: 1967, Year Reconstructed: 1973, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 39,715 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 47,658 (year 2039), Design Load: HS 20+Mod, Features Intersected: NJ 124 (SPRINGFIELD AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.401, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2010175, Location: 2.7 MI WEST OF GSP JCT (Lat: 40.715181, Lng: -74.295961), Route carried "on" structure: Interstate 78, Year Built: 1967, Year Reconstructed: 1973, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 39,715 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 47,658 (year 2039), Design Load: HS 20+Mod, Features Intersected: NJ 124 (SPRINGFIELD AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.401, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 201115, Location: 1.8 MI W OF GSP&I78 JCT (Lat: 40.713889, Lng: -74.281500), Route carried "on" structure: County highway 630, Year Built: 1974, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 30,943 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 37,756 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-78 AND RAMPS B&C, Facility Carried by Structure: VAUXHALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.71m (25.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $755,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,160,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 201115, Location: 1.8 MI W OF GSP&I78 JCT (Lat: 40.713889, Lng: -74.281500), Route carried "on" structure: County highway 630, Year Built: 1974, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 30,943 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 37,756 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-78 AND RAMPS B&C, Facility Carried by Structure: VAUXHALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.71m (25.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $755,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,160,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2011151, Location: 1 MI E OF I78&RT124 JCT (Lat: 40.713219, Lng: -74.275500), Route carried "on" structure: County highway 633, Year Built: 1974, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 12,995 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 15,856 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-78, Facility Carried by Structure: BURNET AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.16m (39.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,358,000, Roadway Improvement Cost: $136,000, Total Project Cost: $1,992,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2011151, Location: 1 MI E OF I78&RT124 JCT (Lat: 40.713219, Lng: -74.275500), Route carried "on" structure: County highway 633, Year Built: 1974, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 12,995 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 15,856 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-78, Facility Carried by Structure: BURNET AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.16m (39.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,358,000, Roadway Improvement Cost: $136,000, Total Project Cost: $1,992,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2011152, Location: 1.2 MI WEST OF GSP JCT (Lat: 40.711331, Lng: -74.267331), Route carried "on" structure: City street I-78, Year Built: 1974, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 6,709 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 8,050 (year 2038), Design Load: HS 20, Features Intersected: I-78, Facility Carried by Structure: HALSEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.024, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.9m (130.9ft), 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: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $153,000, Total Project Cost: $1,120,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2011152, Location: 1.2 MI WEST OF GSP JCT (Lat: 40.711331, Lng: -74.267331), Route carried "on" structure: City street I-78, Year Built: 1974, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 6,709 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 8,050 (year 2038), Design Load: HS 20, Features Intersected: I-78, Facility Carried by Structure: HALSEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.024, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.9m (130.9ft), 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: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $153,000, Total Project Cost: $1,120,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2011154, Location: 0.79 MI WEST OF GSP JCT (Lat: 40.708611, Lng: -74.260200), Route carried "on" structure: Interstate 78, Year Built: 1974, Year Reconstructed: 2007, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 200,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 241,000 (year 2040), Design Load: HS 25 or greater, Features Intersected: STUYVESANT AVE (CR 619)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.700, Lanes on structure: 11, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 58.2m (190.9ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 58.1m (190.6ft), Out-to-Out Width: 69.9m (229.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: Equal to 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, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2011154, Location: 0.79 MI WEST OF GSP JCT (Lat: 40.708611, Lng: -74.260200), Route carried "on" structure: Interstate 78, Year Built: 1974, Year Reconstructed: 2007, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 200,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 241,000 (year 2040), Design Load: HS 25 or greater, Features Intersected: STUYVESANT AVE (CR 619)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.700, Lanes on structure: 11, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 58.2m (190.9ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 58.1m (190.6ft), Out-to-Out Width: 69.9m (229.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: Equal to 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, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2011155, Location: 0.6 MI WEST OF GSP JCT (Lat: 40.707900, Lng: -74.256619), Route carried "on" structure: Interstate 78, Year Built: 1974, Year Reconstructed: 2010, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 194,920 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 237,802 (year 2040), Design Load: HS 20+Mod, Features Intersected: Walker Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.989, Lanes on structure: 13, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 71.0m (232.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 74.6m (244.8ft), Out-to-Out Width: 80.2m (263.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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: Latex Concrete
Structure Number: 2011155, Location: 0.6 MI WEST OF GSP JCT (Lat: 40.707900, Lng: -74.256619), Route carried "on" structure: Interstate 78, Year Built: 1974, Year Reconstructed: 2010, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 194,920 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 237,802 (year 2040), Design Load: HS 20+Mod, Features Intersected: Walker Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.989, Lanes on structure: 13, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 71.0m (232.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 74.6m (244.8ft), Out-to-Out Width: 80.2m (263.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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: Latex Concrete
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Structure Number: 2011158, Location: 0.3 MI WEST OF GSP (Lat: 40.706139, Lng: -74.249539), Route carried "on" structure: Interstate 78, Year Built: 1976, Year Reconstructed: 2010, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 194,920 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 237,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.633, Lanes on structure: 13, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 68.9m (226.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 69.0m (226.4ft), Out-to-Out Width: 74.4m (244.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2011158, Location: 0.3 MI WEST OF GSP (Lat: 40.706139, Lng: -74.249539), Route carried "on" structure: Interstate 78, Year Built: 1976, Year Reconstructed: 2010, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 194,920 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 237,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.633, Lanes on structure: 13, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 68.9m (226.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 69.0m (226.4ft), Out-to-Out Width: 74.4m (244.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2011159, Location: 0.1 MILE WEST OF GSP (Lat: 40.705769, Lng: -74.247481), Route carried "on" structure: Interstate 78, Year Built: 1976, Year Reconstructed: 2010, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 194,920 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 237,802 (year 2040), Design Load: HS 20+Mod, Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.842, Lanes on structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 67.7m (222.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 68.9m (226.0ft), Out-to-Out Width: 75.1m (246.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2011159, Location: 0.1 MILE WEST OF GSP (Lat: 40.705769, Lng: -74.247481), Route carried "on" structure: Interstate 78, Year Built: 1976, Year Reconstructed: 2010, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 194,920 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 237,802 (year 2040), Design Load: HS 20+Mod, Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.842, Lanes on structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 67.7m (222.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 68.9m (226.0ft), Out-to-Out Width: 75.1m (246.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2019028, Location: 0.17 MI NW OF NJ 124 (Lat: 40.721219, Lng: -74.290531), Route carried "on" structure: County highway 630, Year Built: 2004, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 25,731 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 31,397 (year 2040), Design Load: HS 25 or greater, Features Intersected: EAST BRANCH RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 81.6 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 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: Epoxy Overlay, Deck Protection: Galvanized Reinforcing
Structure Number: 2019028, Location: 0.17 MI NW OF NJ 124 (Lat: 40.721219, Lng: -74.290531), Route carried "on" structure: County highway 630, Year Built: 2004, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 25,731 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 31,397 (year 2040), Design Load: HS 25 or greater, Features Intersected: EAST BRANCH RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 81.6 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 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: Epoxy Overlay, Deck Protection: Galvanized Reinforcing
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Structure Number: 2019041, Location: 0.45 MI SW OF GSP AT 142A (Lat: 40.703331, Lng: -74.252189), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 5,703 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,959 (year 2040), Design Load: HS 20, Features Intersected: STREAM 8-13, Facility Carried by Structure: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $5,000, Total Project Cost: $45,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2019041, Location: 0.45 MI SW OF GSP AT 142A (Lat: 40.703331, Lng: -74.252189), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 5,703 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,959 (year 2040), Design Load: HS 20, Features Intersected: STREAM 8-13, Facility Carried by Structure: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $5,000, Total Project Cost: $45,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2019043, Location: 0.20 MI NW OF NJ 82 (Lat: 40.693219, Lng: -74.250250), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,081 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 4,980 (year 2040), Design Load: HS 20, Features Intersected: STREAM 8-9, Facility Carried by Structure: SAYRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2019043, Location: 0.20 MI NW OF NJ 82 (Lat: 40.693219, Lng: -74.250250), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,081 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 4,980 (year 2040), Design Load: HS 20, Features Intersected: STREAM 8-9, Facility Carried by Structure: SAYRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2019045, Location: 0.25 MI SW OF CR 637 (Lat: 40.693500, Lng: -74.306831), Route carried "on" structure: County highway 636, Year Built: 1965, Year Reconstructed: 2005, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 7,226 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,818 (year 2040), Design Load: HS 20, Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.895, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Galvanized Reinforcing
Structure Number: 2019045, Location: 0.25 MI SW OF CR 637 (Lat: 40.693500, Lng: -74.306831), Route carried "on" structure: County highway 636, Year Built: 1965, Year Reconstructed: 2005, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 7,226 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,818 (year 2040), Design Load: HS 20, Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.895, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Galvanized Reinforcing
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Structure Number: 361410A, Location: Exit 139B (Lat: 40.689875, Lng: -74.269017), Route carried "on" structure: Ramp Other road GSP, Year Built: 1959, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,081 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,319 (year 2041), Features Intersected: Elizabeth River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 226.918, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.1 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: 43.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 361410A, Location: Exit 139B (Lat: 40.689875, Lng: -74.269017), Route carried "on" structure: Ramp Other road GSP, Year Built: 1959, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,081 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,319 (year 2041), Features Intersected: Elizabeth River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 226.918, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.1 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: 43.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 361410C, Location: Exit 139B (Lat: 40.689889, Lng: -74.269789), Route carried "on" structure: Other road GSP, Year Built: 1952, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 287,498 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 350,803 (year 2041), Design Load: HS 20, Features Intersected: Elizabeth River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 226.918, Lanes on structure: 12, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 52.4m (171.9ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 361410C, Location: Exit 139B (Lat: 40.689889, Lng: -74.269789), Route carried "on" structure: Other road GSP, Year Built: 1952, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 287,498 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 350,803 (year 2041), Design Load: HS 20, Features Intersected: Elizabeth River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 226.918, Lanes on structure: 12, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 52.4m (171.9ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 361410T, Location: 1.7 MILES SOUTH OF I-78 (Lat: 40.689564, Lng: -74.270722), Route carried "on" structure: Other road GSP, Year Built: 1950, Year Reconstructed: 1976, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 19,471 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 23,758 (year 2041), Design Load: HS 20, Features Intersected: CHESTNUT STREET (CR 619), Facility Carried by Structure: GARDEN ST PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 227.078, Lanes on structure: 11, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 44.8m (147.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 43.8m (143.7ft), Out-to-Out Width: 46.7m (153.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.3 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: 27.9 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 361410T, Location: 1.7 MILES SOUTH OF I-78 (Lat: 40.689564, Lng: -74.270722), Route carried "on" structure: Other road GSP, Year Built: 1950, Year Reconstructed: 1976, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 19,471 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 23,758 (year 2041), Design Load: HS 20, Features Intersected: CHESTNUT STREET (CR 619), Facility Carried by Structure: GARDEN ST PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 227.078, Lanes on structure: 11, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 44.8m (147.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 43.8m (143.7ft), Out-to-Out Width: 46.7m (153.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.3 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: 27.9 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 361412T, Location: 1.5 MILES SOUTH OF I-78 (Lat: 40.691147, Lng: -74.267758), Route carried "on" structure: Other road GSP, Year Built: 1950, Year Reconstructed: 1976, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 287,498 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 350,803 (year 2041), Design Load: HS 20, Features Intersected: BURKE PARKWAY, Facility Carried by Structure: GARDEN ST PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 227.384, Lanes on structure: 11, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 48.2m (158.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 48.2m (158.1ft), Out-to-Out Width: 50.0m (164.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 35.0 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: 26.9 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 361412T, Location: 1.5 MILES SOUTH OF I-78 (Lat: 40.691147, Lng: -74.267758), Route carried "on" structure: Other road GSP, Year Built: 1950, Year Reconstructed: 1976, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 287,498 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 350,803 (year 2041), Design Load: HS 20, Features Intersected: BURKE PARKWAY, Facility Carried by Structure: GARDEN ST PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 227.384, Lanes on structure: 11, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 48.2m (158.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 48.2m (158.1ft), Out-to-Out Width: 50.0m (164.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 35.0 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: 26.9 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 361413T, Location: 9.4 MI NORTH OF RT 27 (Lat: 40.691789, Lng: -74.266422), Route carried "on" structure: Other road GSP, Year Built: 1950, Year Reconstructed: 1976, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 225,572 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 275,241 (year 2041), Design Load: HS 20, Features Intersected: US RT 22 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 227.545, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 45.7m (149.9ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 47.2m (154.9ft), Out-to-Out Width: 50.1m (164.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.4 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: 33.4 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, Underclear: 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: July 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 361413T, Location: 9.4 MI NORTH OF RT 27 (Lat: 40.691789, Lng: -74.266422), Route carried "on" structure: Other road GSP, Year Built: 1950, Year Reconstructed: 1976, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 225,572 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 275,241 (year 2041), Design Load: HS 20, Features Intersected: US RT 22 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 227.545, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 45.7m (149.9ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 47.2m (154.9ft), Out-to-Out Width: 50.1m (164.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.4 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: 33.4 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, Underclear: 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: July 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 361417T, Location: AT GSP & RT 82 JUNCTION (Lat: 40.694531, Lng: -74.262156), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 1976, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 225,572 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 275,241 (year 2041), Design Load: HS 20, Features Intersected: MORRIS AVE (ROUTE 82)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 228.044, Lanes on structure: 9, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 46.9m (153.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 44.5m (146.0ft), Out-to-Out Width: 47.2m (154.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, 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: 34.3 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 361417T, Location: AT GSP & RT 82 JUNCTION (Lat: 40.694531, Lng: -74.262156), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 1976, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 225,572 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 275,241 (year 2041), Design Load: HS 20, Features Intersected: MORRIS AVE (ROUTE 82)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 228.044, Lanes on structure: 9, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 46.9m (153.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 44.5m (146.0ft), Out-to-Out Width: 47.2m (154.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, 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: 34.3 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 361419T, Location: AT GSP & RT22WB JUNCTION (Lat: 40.696172, Lng: -74.259314), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 1972, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 234,595 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 286,251 (year 2041), Design Load: HS 20, Features Intersected: ROUTE 22 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 228.366, Lanes on structure: 9, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 42.1m (138.1ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 42.1m (138.1ft), Out-to-Out Width: 46.6m (152.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 39.2 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: 30.5 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $78,000, Total Project Cost: $614,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 361419T, Location: AT GSP & RT22WB JUNCTION (Lat: 40.696172, Lng: -74.259314), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 1972, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 234,595 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 286,251 (year 2041), Design Load: HS 20, Features Intersected: ROUTE 22 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 228.366, Lanes on structure: 9, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 42.1m (138.1ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 42.1m (138.1ft), Out-to-Out Width: 46.6m (152.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 39.2 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: 30.5 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $78,000, Total Project Cost: $614,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 361420T, Location: .20 MI N OF RT 22 (Lat: 40.697872, Lng: -74.255528), Route carried "on" structure: County highway 630, Year Built: 1952, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 13,998 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 17,080 (year 2041), Design Load: HS 20, Features Intersected: GARDEN ST PKWY NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.474, Lanes on structure: 5, Lanes under structure: 9, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.0 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: 36.9 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 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: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $4,653,000, Roadway Improvement Cost: $7,950,000, Total Project Cost: $77,592,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 361420T, Location: .20 MI N OF RT 22 (Lat: 40.697872, Lng: -74.255528), Route carried "on" structure: County highway 630, Year Built: 1952, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 13,998 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 17,080 (year 2041), Design Load: HS 20, Features Intersected: GARDEN ST PKWY NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.474, Lanes on structure: 5, Lanes under structure: 9, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.0 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: 36.9 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 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: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $4,653,000, Roadway Improvement Cost: $7,950,000, Total Project Cost: $77,592,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 361429A, Location: 0.28 M NW of GSP/I-78 (Lat: 40.706172, Lng: -74.250703), Route carried "on" structure: Ramp Other road GSP, Year Built: 2011, Status: Open, Structure Length: 42.43m (139.21ft), Average Daily Traffic: 16,453 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 20,076 (year 2041), Design Load: HS 25 or greater, Features Intersected: Ramp E, I-78, Union Ave, Facility Carried by Structure: Parkway Ramp 142AS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 229.975, Lanes on structure: 1, Lanes under structure: 17, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 69.8m (229.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 82.9 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: 47.3 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 42.43m (139.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 361429A, Location: 0.28 M NW of GSP/I-78 (Lat: 40.706172, Lng: -74.250703), Route carried "on" structure: Ramp Other road GSP, Year Built: 2011, Status: Open, Structure Length: 42.43m (139.21ft), Average Daily Traffic: 16,453 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 20,076 (year 2041), Design Load: HS 25 or greater, Features Intersected: Ramp E, I-78, Union Ave, Facility Carried by Structure: Parkway Ramp 142AS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 229.975, Lanes on structure: 1, Lanes under structure: 17, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 69.8m (229.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 82.9 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: 47.3 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 42.43m (139.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $100,000, 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: 361430A, Location: 0.3 M NW Of GSP/I-78 (Lat: 40.707581, Lng: -74.250656), Route carried "on" structure: Ramp Other road GSP, Year Built: 2011, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 15,815 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 19,298 (year 2041), Design Load: HS 25 or greater, Features Intersected: Ramp E-SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 230.136, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 48.0 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: 36.9 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 361430A, Location: 0.3 M NW Of GSP/I-78 (Lat: 40.707581, Lng: -74.250656), Route carried "on" structure: Ramp Other road GSP, Year Built: 2011, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 15,815 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 19,298 (year 2041), Design Load: HS 25 or greater, Features Intersected: Ramp E-SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 230.136, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 48.0 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: 36.9 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 361431B, Location: AT GSP & RT 78 JUNCTION (Lat: 40.709592, Lng: -74.246125), Route carried "on" structure: Ramp Other road GSP, Year Built: 1974, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 16,322 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 23,428 (year 2041), Design Load: H 20, Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 230.297, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.8 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: 20.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $150,000, Total Project Cost: $150,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 361431B, Location: AT GSP & RT 78 JUNCTION (Lat: 40.709592, Lng: -74.246125), Route carried "on" structure: Ramp Other road GSP, Year Built: 1974, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 16,322 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 23,428 (year 2041), Design Load: H 20, Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 230.297, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.8 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: 20.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $150,000, Total Project Cost: $150,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 361431D, Location: 0.35 M N of GSP /I-78 (Lat: 40.710542, Lng: -74.245822), Route carried "on" structure: Ramp Other road GSP, Year Built: 2011, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 21,656 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 26,425 (year 2041), Design Load: HS 25 or greater, Features Intersected: Emergency Access Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 230.297, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.7 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: 31.8 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 desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 361431D, Location: 0.35 M N of GSP /I-78 (Lat: 40.710542, Lng: -74.245822), Route carried "on" structure: Ramp Other road GSP, Year Built: 2011, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 21,656 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 26,425 (year 2041), Design Load: HS 25 or greater, Features Intersected: Emergency Access Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 230.297, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.7 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: 31.8 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 desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 2003166, Location: 0.3 MI W OF GSP JCT (Lat: 40.691881, Lng: -74.273189), Route carried "under" structure: County highway 626, Year Built: 1929, Structure Length: 0. m, Average Daily Traffic: 1,168 (year 2021), Truck Traffic: 3%, Features Intersected: CHESTNUT STREET(CR626), Facility Carried by Structure: US 22
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 2003166, Location: 0.3 MI W OF GSP JCT (Lat: 40.691881, Lng: -74.273189), Route carried "under" structure: County highway 626, Year Built: 1929, Structure Length: 0. m, Average Daily Traffic: 1,168 (year 2021), Truck Traffic: 3%, Features Intersected: CHESTNUT STREET(CR626), Facility Carried by Structure: US 22
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 2003167, Location: 0.1 MI W OF G S PARKWAY (Lat: 40.691919, Lng: -74.268500), Route carried "under" structure: City street , Year Built: 1941, Structure Length: 0. m, Average Daily Traffic: 2,581 (year 2021), Truck Traffic: 1%, Features Intersected: BURKE PARKWAY, Facility Carried by Structure: US 22 EB
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 2003167, Location: 0.1 MI W OF G S PARKWAY (Lat: 40.691919, Lng: -74.268500), Route carried "under" structure: City street , Year Built: 1941, Structure Length: 0. m, Average Daily Traffic: 2,581 (year 2021), Truck Traffic: 1%, Features Intersected: BURKE PARKWAY, Facility Carried by Structure: US 22 EB
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 2003168, Location: 1.0 MI WEST OF GS PARKWAY (Lat: 40.692069, Lng: -74.268219), Route carried "under" structure: City street , Year Built: 1941, Structure Length: 0. m, Average Daily Traffic: 8,060 (year 2020), Truck Traffic: 1%, Features Intersected: BURKE PKWY, Facility Carried by Structure: US 22 WB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 2003168, Location: 1.0 MI WEST OF GS PARKWAY (Lat: 40.692069, Lng: -74.268219), Route carried "under" structure: City street , Year Built: 1941, Structure Length: 0. m, Average Daily Traffic: 8,060 (year 2020), Truck Traffic: 1%, Features Intersected: BURKE PKWY, Facility Carried by Structure: US 22 WB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)