Bridge Statistics for Butler, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 49ft / 15.4mTotal length
- $1,088,000Total costs
- 185,723Total average daily traffic
- 6,538Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Butler
- No street view available for this location
- New bridges - historical statistics
- 41920-1929
- 31930-1939
- 11970-1979
- 11980-1989
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 21970-1979
- 01980-1989
- 31990-1999
- Bridge Condition - Deck
- 37.5%Good
- 50.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 25.0%Good
- 37.5%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 25.0%Good
- 62.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 37.5%Good
- 37.5%Satisfactory
- 25.0%Fair
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Structure Number: 140012, Location: 0.22MI NW OF I287 EXIT 36 (Lat: 40.801189, Lng: -74.471850), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 9,554 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,657 (year 2041), Design Load: HS 20+Mod, Features Intersected: WHIPPANY RIVER, Facility Carried by Structure: ABBETT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 140012, Location: 0.22MI NW OF I287 EXIT 36 (Lat: 40.801189, Lng: -74.471850), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 9,554 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,657 (year 2041), Design Load: HS 20+Mod, Features Intersected: WHIPPANY RIVER, Facility Carried by Structure: ABBETT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, 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: 1400126, Location: 0.05 MILE WEST OF CR 511 (Lat: 40.996161, Lng: -74.343289), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,785 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 5,742 (year 2041), Features Intersected: STONE HOUSE BROOK, Facility Carried by Structure: VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Inventory Rating: 66.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $56,000, Total Project Cost: $368,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400126, Location: 0.05 MILE WEST OF CR 511 (Lat: 40.996161, Lng: -74.343289), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,785 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 5,742 (year 2041), Features Intersected: STONE HOUSE BROOK, Facility Carried by Structure: VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Inventory Rating: 66.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $56,000, Total Project Cost: $368,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400129, Location: 0.62 MILE NORTH OF NJ 23 (Lat: 40.999319, Lng: -74.342769), Route carried "on" structure: County highway 511, Year Built: 1979, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 4,998 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,998 (year 2041), Design Load: HS 20, Features Intersected: Kikeout Brook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.534, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), 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: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $25,000, Total Project Cost: $66,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1400129, Location: 0.62 MILE NORTH OF NJ 23 (Lat: 40.999319, Lng: -74.342769), Route carried "on" structure: County highway 511, Year Built: 1979, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 4,998 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,998 (year 2041), Design Load: HS 20, Features Intersected: Kikeout Brook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.534, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), 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: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $25,000, Total Project Cost: $66,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1400132, Location: AT INT WITH BOONTON AVE (Lat: 41.000589, Lng: -74.340639), Route carried "on" structure: County highway 511, Year Built: 1928, Year Reconstructed: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,523 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,028 (year 2041), Features Intersected: KIKEOUT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.791, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $56,000, Total Project Cost: $565,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400132, Location: AT INT WITH BOONTON AVE (Lat: 41.000589, Lng: -74.340639), Route carried "on" structure: County highway 511, Year Built: 1928, Year Reconstructed: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,523 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,028 (year 2041), Features Intersected: KIKEOUT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.791, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $56,000, Total Project Cost: $565,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400136, Location: High St.& Boonton Ave Jct (Lat: 41.001389, Lng: -74.340281), Route carried "on" structure: County highway 511, Year Built: 1925, Year Reconstructed: 1999, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 9,599 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,518 (year 2041), Design Load: HS 20+Mod, Features Intersected: Kikeout Brook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 82.6 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 minimum 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: 1400136, Location: High St.& Boonton Ave Jct (Lat: 41.001389, Lng: -74.340281), Route carried "on" structure: County highway 511, Year Built: 1925, Year Reconstructed: 1999, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 9,599 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,518 (year 2041), Design Load: HS 20+Mod, Features Intersected: Kikeout Brook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 82.6 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 minimum 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: 140014, Location: .5 MI N OF NJ 23 (Lat: 41.013011, Lng: -74.363011), Route carried "on" structure: County highway 694, Year Built: 2009, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 5,954 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,144 (year 2041), Design Load: HL 93, Features Intersected: Pequannock River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 91.4 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: 59.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $6,000, Total Project Cost: $89,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 140014, Location: .5 MI N OF NJ 23 (Lat: 41.013011, Lng: -74.363011), Route carried "on" structure: County highway 694, Year Built: 2009, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 5,954 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,144 (year 2041), Design Load: HL 93, Features Intersected: Pequannock River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 91.4 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: 59.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $6,000, Total Project Cost: $89,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1400143, Location: 0.35 mile north of CR 511 (Lat: 41.006350, Lng: -74.343400), Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 1982, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 9,601 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,521 (year 2041), Design Load: HS 20+Mod, Features Intersected: Pequannock River, Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, 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: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 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: 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1400143, Location: 0.35 mile north of CR 511 (Lat: 41.006350, Lng: -74.343400), Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 1982, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 9,601 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,521 (year 2041), Design Load: HS 20+Mod, Features Intersected: Pequannock River, Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, 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: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 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: 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1405153, Location: 0.14 MI N OF BOONTON AVE (Lat: 40.992450, Lng: -74.347339), Route carried "on" structure: State highway 23, Year Built: 1934, Year Reconstructed: 1998, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 68,376 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 83,432 (year 2041), Features Intersected: KIKEOUT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.382, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 1405153, Location: 0.14 MI N OF BOONTON AVE (Lat: 40.992450, Lng: -74.347339), Route carried "on" structure: State highway 23, Year Built: 1934, Year Reconstructed: 1998, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 68,376 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 83,432 (year 2041), Features Intersected: KIKEOUT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.382, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 1405154, Location: 3.75 m N of I-287 on NJ23 (Lat: 41.009500, Lng: -74.363331), Route carried "on" structure: City street , Year Built: 1934, Year Reconstructed: 1997, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,957 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,388 (year 2041), Design Load: HS 25 or greater, Features Intersected: NJ 23, Facility Carried by Structure: MAPLE LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 78.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1405154, Location: 3.75 m N of I-287 on NJ23 (Lat: 41.009500, Lng: -74.363331), Route carried "on" structure: City street , Year Built: 1934, Year Reconstructed: 1997, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,957 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,388 (year 2041), Design Load: HS 25 or greater, Features Intersected: NJ 23, Facility Carried by Structure: MAPLE LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 78.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 1405154, Location: 3.75 m N of I-287 on NJ23 (Lat: 41.009500, Lng: -74.363331), Route carried "under" structure: State highway 23, Year Built: 1934, Structure Length: 0. m, Average Daily Traffic: 68,376 (year 2021), Truck Traffic: 3%, Features Intersected: NJ 23, Facility Carried by Structure: MAPLE LAKE ROAD
Minimum Vertical Clearance: 6.50m (21.33ft), Kilometerpoint: 26.731, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 1405154, Location: 3.75 m N of I-287 on NJ23 (Lat: 41.009500, Lng: -74.363331), Route carried "under" structure: State highway 23, Year Built: 1934, Structure Length: 0. m, Average Daily Traffic: 68,376 (year 2021), Truck Traffic: 3%, Features Intersected: NJ 23, Facility Carried by Structure: MAPLE LAKE ROAD
Minimum Vertical Clearance: 6.50m (21.33ft), Kilometerpoint: 26.731, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)