Bridge Statistics for Dayton, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 56ft / 16.8mTotal length
- $11,108,000Total costs
- 212,152Total average daily traffic
- 8,281Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dayton
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 51940-1949
- 11970-1979
- 11980-1989
- 11990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 28.6%Good
- 42.9%Satisfactory
- 28.6%Poor
- Bridge Condition - Superstructure
- 11.1%Very good
- 44.4%Good
- 11.1%Satisfactory
- 33.3%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 33.3%Good
- 33.3%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 33.3%Very good
- 22.2%Good
- 33.3%Satisfactory
- 11.1%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 1227155, Location: 1 MI N OF RT 130 & 32 JCT (Lat: 40.365361, Lng: -74.498031), Route carried "on" structure: US 130, Year Built: 1941, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 37,397 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 45,632 (year 2040), Features Intersected: CONRAIL, JAMESBURG BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.602, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), 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: 25.1m (82.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $7,819,000, Roadway Improvement Cost: $292,000, Total Project Cost: $9,104,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1227155, Location: 1 MI N OF RT 130 & 32 JCT (Lat: 40.365361, Lng: -74.498031), Route carried "on" structure: US 130, Year Built: 1941, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 37,397 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 45,632 (year 2040), Features Intersected: CONRAIL, JAMESBURG BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.602, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), 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: 25.1m (82.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $7,819,000, Roadway Improvement Cost: $292,000, Total Project Cost: $9,104,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1227156, Location: 1.7 MI NORTH OF NJ 32 JCT (Lat: 40.373311, Lng: -74.500431), Route carried "on" structure: US 130, Year Built: 1941, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 37,397 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 45,673 (year 2040), Features Intersected: RIDGE ROAD (CR 522)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.471, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $993,000, Roadway Improvement Cost: $167,000, Total Project Cost: $1,259,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1227156, Location: 1.7 MI NORTH OF NJ 32 JCT (Lat: 40.373311, Lng: -74.500431), Route carried "on" structure: US 130, Year Built: 1941, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 37,397 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 45,673 (year 2040), Features Intersected: RIDGE ROAD (CR 522)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.471, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $993,000, Roadway Improvement Cost: $167,000, Total Project Cost: $1,259,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1227157, Location: 3.2 MI NORTH OF NJ 32 JCT (Lat: 40.393711, Lng: -74.506211), Route carried "on" structure: US 130, Year Built: 1941, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 47,864 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 58,403 (year 2040), Features Intersected: Branch of Lawrence Brook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.772, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 73.5 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 1227157, Location: 3.2 MI NORTH OF NJ 32 JCT (Lat: 40.393711, Lng: -74.506211), Route carried "on" structure: US 130, Year Built: 1941, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 47,864 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 58,403 (year 2040), Features Intersected: Branch of Lawrence Brook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.772, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 73.5 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 1227158, Location: 2.3 MI N OF RT 522 JCT (Lat: 40.405781, Lng: -74.508100), Route carried "on" structure: US 130, Year Built: 1941, Year Reconstructed: 1994, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 42,630 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 52,009 (year 2040), Features Intersected: DAVIDSON MILL POND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 126.140, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 5.9m (19.4ft), Right: 5.7m (18.7ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 42.9m (140.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2020, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1227158, Location: 2.3 MI N OF RT 522 JCT (Lat: 40.405781, Lng: -74.508100), Route carried "on" structure: US 130, Year Built: 1941, Year Reconstructed: 1994, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 42,630 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 52,009 (year 2040), Features Intersected: DAVIDSON MILL POND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 126.140, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 5.9m (19.4ft), Right: 5.7m (18.7ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 42.9m (140.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2020, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 124B031, Location: 0.4 MI S OF US 130 JCT (Lat: 40.416361, Lng: -74.493700), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 3,323 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,054 (year 2041), Design Load: HS 25 or greater, Features Intersected: LAWRENCE BROOK, Facility Carried by Structure: DAVIDSONS MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: 124B031, Location: 0.4 MI S OF US 130 JCT (Lat: 40.416361, Lng: -74.493700), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 3,323 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,054 (year 2041), Design Load: HS 25 or greater, Features Intersected: LAWRENCE BROOK, Facility Carried by Structure: DAVIDSONS MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: 124B033, Location: 1.28 MILES E. OF RTE 130 (Lat: 40.420361, Lng: -74.484969), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,135 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 3,825 (year 2041), Design Load: HS 20+Mod, Features Intersected: IRELAND BROOK, Facility Carried by Structure: RIVA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 124B033, Location: 1.28 MILES E. OF RTE 130 (Lat: 40.420361, Lng: -74.484969), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,135 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 3,825 (year 2041), Design Load: HS 20+Mod, Features Intersected: IRELAND BROOK, Facility Carried by Structure: RIVA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 124B034, Location: 0.2 MILE EAST OF US 130 (Lat: 40.418219, Lng: -74.497831), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,030 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 3,700 (year 2041), Design Load: HS 25 or greater, Features Intersected: OAKLEYS BROOK, Facility Carried by Structure: DAVIDSONS MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.132, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 124B034, Location: 0.2 MILE EAST OF US 130 (Lat: 40.418219, Lng: -74.497831), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,030 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 3,700 (year 2041), Design Load: HS 25 or greater, Features Intersected: OAKLEYS BROOK, Facility Carried by Structure: DAVIDSONS MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.132, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 124B036, Location: 0.25 MI. W. OF US 130 (Lat: 40.403911, Lng: -74.512369), Route carried "on" structure: County highway 610, Year Built: 1978, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 14,292 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 17,437 (year 2041), Design Load: H 20, Features Intersected: LAWRENCE BROOK, Facility Carried by Structure: DEANS-RHODE HL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.764, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $26,000, Total Project Cost: $76,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 124B036, Location: 0.25 MI. W. OF US 130 (Lat: 40.403911, Lng: -74.512369), Route carried "on" structure: County highway 610, Year Built: 1978, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 14,292 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 17,437 (year 2041), Design Load: H 20, Features Intersected: LAWRENCE BROOK, Facility Carried by Structure: DEANS-RHODE HL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.764, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $26,000, Total Project Cost: $76,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 124B037, Location: 0.3 MILE EAST OF US 130 (Lat: 40.412969, Lng: -74.499061), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 1989, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 980 (year 2041), Design Load: HS 20+Mod, Features Intersected: LAWRENCE BROOK, Facility Carried by Structure: RIVA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $81,000, Total Project Cost: $669,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 124B037, Location: 0.3 MILE EAST OF US 130 (Lat: 40.412969, Lng: -74.499061), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 1989, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 980 (year 2041), Design Load: HS 20+Mod, Features Intersected: LAWRENCE BROOK, Facility Carried by Structure: RIVA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $81,000, Total Project Cost: $669,000 ( Estimate for 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: 124B039, Location: 0.8 MILE EAST OF RTE 130 (Lat: 40.388769, Lng: -74.492939), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,116 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 5,021 (year 2041), Design Load: HL 93, Features Intersected: Great Ditch Brook, Facility Carried by Structure: Fresh Ponds Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Poor, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 54.4 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 desirable 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: June 2021
Structure Number: 124B039, Location: 0.8 MILE EAST OF RTE 130 (Lat: 40.388769, Lng: -74.492939), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,116 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 5,021 (year 2041), Design Load: HL 93, Features Intersected: Great Ditch Brook, Facility Carried by Structure: Fresh Ponds Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Poor, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 54.4 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 desirable 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: June 2021
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Structure Number: 124B501, Location: 1.3 MI EAST OF INT RTE 1 (Lat: 40.398750, Lng: -74.521019), Route carried "on" structure: County highway 679, Year Built: 1995, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,968 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,761 (year 2041), Design Load: HS 20+Mod, Features Intersected: LAWRENCE BROOK, Facility Carried by Structure: GEORGES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.037, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021
Structure Number: 124B501, Location: 1.3 MI EAST OF INT RTE 1 (Lat: 40.398750, Lng: -74.521019), Route carried "on" structure: County highway 679, Year Built: 1995, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,968 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,761 (year 2041), Design Load: HS 20+Mod, Features Intersected: LAWRENCE BROOK, Facility Carried by Structure: GEORGES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.037, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021
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Structure Number: 1227156, Location: 1.7 MI NORTH OF NJ 32 JCT (Lat: 40.373311, Lng: -74.500431), Route carried "under" structure: County highway 522, Year Built: 1941, Structure Length: 0. m, Average Daily Traffic: 14,200 (year 2020), Truck Traffic: 4%, Features Intersected: RIDGE ROAD (CR 522), Facility Carried by Structure: US 130
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 7.065, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 1227156, Location: 1.7 MI NORTH OF NJ 32 JCT (Lat: 40.373311, Lng: -74.500431), Route carried "under" structure: County highway 522, Year Built: 1941, Structure Length: 0. m, Average Daily Traffic: 14,200 (year 2020), Truck Traffic: 4%, Features Intersected: RIDGE ROAD (CR 522), Facility Carried by Structure: US 130
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 7.065, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)