Bridge Statistics for Dunellen, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 82ft / 25.2mTotal length
- $2,989,000Total costs
- 121,153Total average daily traffic
- 4,175Total average daily truck traffic
- 149,704Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Dunellen
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 21960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 11.1%Very good
- 44.4%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 33.3%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 22.2%Very good
- 44.4%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 30.0%Good
- 40.0%Satisfactory
- 30.0%Fair
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Structure Number: 121915, Location: 1.47M E.of CR622 (Lat: 40.580681, Lng: -74.499411), Route carried "on" structure: State highway 28, Year Built: 1961, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 23,760 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 28,992 (year 2041), Design Load: HS 20, Features Intersected: BOUND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.077, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,083,000, Total Project Cost: $2,635,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 121915, Location: 1.47M E.of CR622 (Lat: 40.580681, Lng: -74.499411), Route carried "on" structure: State highway 28, Year Built: 1961, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 23,760 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 28,992 (year 2041), Design Load: HS 20, Features Intersected: BOUND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.077, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,083,000, Total Project Cost: $2,635,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1219151, Location: 0.73 MI WEST OF CR 529 (Lat: 40.587031, Lng: -74.474761), Route carried "on" structure: State highway 28, Year Built: 1979, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 12,148 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,007 (year 2040), Design Load: HS 20, Features Intersected: BONYGUTT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.282, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1219151, Location: 0.73 MI WEST OF CR 529 (Lat: 40.587031, Lng: -74.474761), Route carried "on" structure: State highway 28, Year Built: 1979, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 12,148 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,007 (year 2040), Design Load: HS 20, Features Intersected: BONYGUTT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.282, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 122B137, Location: .8 MI N OF N.BRUNSWICK RD (Lat: 40.576561, Lng: -74.458889), Route carried "on" structure: County highway 665, Year Built: 1995, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 16,235 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 19,805 (year 2041), Design Load: HS 25 or greater, Features Intersected: BOUND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $39,000, Total Project Cost: $144,000 ( 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: 122B137, Location: .8 MI N OF N.BRUNSWICK RD (Lat: 40.576561, Lng: -74.458889), Route carried "on" structure: County highway 665, Year Built: 1995, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 16,235 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 19,805 (year 2041), Design Load: HS 25 or greater, Features Intersected: BOUND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $39,000, Total Project Cost: $144,000 ( 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: 122B138, Location: 0.31 miles south of CR601 (Lat: 40.576669, Lng: -74.453331), Route carried "on" structure: County highway 529, Year Built: 1936, Year Reconstructed: 1996, Status: Open, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 18,590 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,684 (year 2039), Design Load: HS 20+Mod, Features Intersected: NEW MARKET POND&CONRAIL, Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2021, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 122B138, Location: 0.31 miles south of CR601 (Lat: 40.576669, Lng: -74.453331), Route carried "on" structure: County highway 529, Year Built: 1936, Year Reconstructed: 1996, Status: Open, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 18,590 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,684 (year 2039), Design Load: HS 20+Mod, Features Intersected: NEW MARKET POND&CONRAIL, Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2021, Underwater Inspection Date: August 2019, 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: 122B175, Location: 1 MI. EAST OF ST. HWY. 28 (Lat: 40.576550, Lng: -74.461931), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 4,797 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 5,756 (year 2041), Design Load: HS 20, Features Intersected: BOUND BROOK, Facility Carried by Structure: PROSPECT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 122B175, Location: 1 MI. EAST OF ST. HWY. 28 (Lat: 40.576550, Lng: -74.461931), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 4,797 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 5,756 (year 2041), Design Load: HS 20, Features Intersected: BOUND BROOK, Facility Carried by Structure: PROSPECT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18L0901, Location: .12 MI S OF GREENBROOK RD (Lat: 40.595639, Lng: -74.474711), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 5,207 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 6,249 (year 2041), Design Load: HS 25 or greater, Features Intersected: TRIB. TO GREEN BROOK, Facility Carried by Structure: MADISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18L0901, Location: .12 MI S OF GREENBROOK RD (Lat: 40.595639, Lng: -74.474711), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 5,207 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 6,249 (year 2041), Design Load: HS 25 or greater, Features Intersected: TRIB. TO GREEN BROOK, Facility Carried by Structure: MADISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 18L0902, Location: .06 M S of Green Brook Rd (Lat: 40.596419, Lng: -74.475581), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,206 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 6,247 (year 2041), Design Load: HS 25 or greater, Features Intersected: GREEN BROOK, Facility Carried by Structure: MADISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18L0902, Location: .06 M S of Green Brook Rd (Lat: 40.596419, Lng: -74.475581), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,206 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 6,247 (year 2041), Design Load: HS 25 or greater, Features Intersected: GREEN BROOK, Facility Carried by Structure: MADISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 18L0903, Location: 0.45 MI S US 22 (Lat: 40.598269, Lng: -74.469881), Route carried "on" structure: County highway 529, Year Built: 1959, Year Reconstructed: 2009, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 15,208 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 18,557 (year 2041), Design Load: HS 20+Mod, Features Intersected: GREEN BROOK, Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.036, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing
Structure Number: 18L0903, Location: 0.45 MI S US 22 (Lat: 40.598269, Lng: -74.469881), Route carried "on" structure: County highway 529, Year Built: 1959, Year Reconstructed: 2009, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 15,208 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 18,557 (year 2041), Design Load: HS 20+Mod, Features Intersected: GREEN BROOK, Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.036, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing
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Structure Number: 18L0907, Location: 0.32 MI S OF US 22 (Lat: 40.599981, Lng: -74.471789), Route carried "on" structure: County highway 529, Year Built: 1964, Year Reconstructed: 1979, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 15,208 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 18,557 (year 2041), Design Load: H 20, Features Intersected: TRIB. GREEN BROOK, Facility Carried by Structure: WASHINGTON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.277, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), 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: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, 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: 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: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $210,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18L0907, Location: 0.32 MI S OF US 22 (Lat: 40.599981, Lng: -74.471789), Route carried "on" structure: County highway 529, Year Built: 1964, Year Reconstructed: 1979, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 15,208 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 18,557 (year 2041), Design Load: H 20, Features Intersected: TRIB. GREEN BROOK, Facility Carried by Structure: WASHINGTON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.277, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), 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: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, 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: 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: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $210,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18L0908, Location: 1500 FT EAST OF RT 529 (Lat: 40.604339, Lng: -74.469689), Route carried "on" structure: County highway 634, Year Built: 1982, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 4,794 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 5,850 (year 2041), Design Load: HS 20+Mod, Features Intersected: TRIB. GREEN BROOK, Facility Carried by Structure: GREEN BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18L0908, Location: 1500 FT EAST OF RT 529 (Lat: 40.604339, Lng: -74.469689), Route carried "on" structure: County highway 634, Year Built: 1982, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 4,794 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 5,850 (year 2041), Design Load: HS 20+Mod, Features Intersected: TRIB. GREEN BROOK, Facility Carried by Structure: GREEN BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete