Bridge Statistics for Hammonton, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 91930-1939
- 21950-1959
- 301960-1969
- 31980-1989
- 41990-1999
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 101980-1989
- 41990-1999
- 32000-2009
- Bridge Condition - Deck
- 2.5%Very good
- 35.0%Good
- 40.0%Satisfactory
- 15.0%Fair
- 7.5%Poor
- Bridge Condition - Superstructure
- 2.5%Very good
- 20.0%Good
- 50.0%Satisfactory
- 22.5%Fair
- 5.0%Poor
- Bridge Condition - Substructure
- 2.5%Very good
- 17.5%Good
- 52.5%Satisfactory
- 20.0%Fair
- 5.0%Poor
- 2.5%Serious
- Bridge Condition - Channel
- 12.9%Very good
- 25.8%Good
- 54.8%Satisfactory
- 6.5%Fair
- Bridge Condition - Culverts
- 60.0%Very good
- 20.0%Good
- 20.0%Satisfactory
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Structure Number: 11815, Location: 0.74 MI N of US 30 (Lat: 39.657200, Lng: -74.782700), Route carried "on" structure: US 206, Year Built: 1953, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,208 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,235 (year 2041), Design Load: H 20, Features Intersected: CEDAR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11815, Location: 0.74 MI N of US 30 (Lat: 39.657200, Lng: -74.782700), Route carried "on" structure: US 206, Year Built: 1953, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,208 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,235 (year 2041), Design Load: H 20, Features Intersected: CEDAR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 118152, Location: 1.2 MI SOUTH OF CR 536 (Lat: 39.684231, Lng: -74.763339), Route carried "on" structure: US 206, Year Built: 1930, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10,270 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 12,531 (year 2041), Design Load: H 20, Features Intersected: GREAT SWAMP BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.603, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $136,000, Total Project Cost: $185,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 118152, Location: 1.2 MI SOUTH OF CR 536 (Lat: 39.684231, Lng: -74.763339), Route carried "on" structure: US 206, Year Built: 1930, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10,270 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 12,531 (year 2041), Design Load: H 20, Features Intersected: GREAT SWAMP BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.603, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $136,000, Total Project Cost: $185,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 118153, Location: 0.33 MI SOUTH of CR 536 (Lat: 39.695300, Lng: -74.755400), Route carried "on" structure: US 206, Year Built: 1930, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 10,826 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 12,991 (year 2021), Features Intersected: ALBERTSONS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.019, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $176,000, Total Project Cost: $206,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 118153, Location: 0.33 MI SOUTH of CR 536 (Lat: 39.695300, Lng: -74.755400), Route carried "on" structure: US 206, Year Built: 1930, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 10,826 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 12,991 (year 2021), Features Intersected: ALBERTSONS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.019, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $176,000, Total Project Cost: $206,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 118154, Location: 5.03 MI N of NJ30 (Lat: 39.711661, Lng: -74.743711), Route carried "on" structure: US 206, Year Built: 2017, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 9,716 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,855 (year 2041), Design Load: HL 93, Features Intersected: CLARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 11.0m (36.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 91.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 57.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2021, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $536,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,154,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 118154, Location: 5.03 MI N of NJ30 (Lat: 39.711661, Lng: -74.743711), Route carried "on" structure: US 206, Year Built: 2017, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 9,716 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,855 (year 2041), Design Load: HL 93, Features Intersected: CLARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 11.0m (36.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 91.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 57.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2021, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $536,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,154,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 118155, Location: 5.13 MI N of NJ30 (Lat: 39.712861, Lng: -74.742850), Route carried "on" structure: US 206, Year Built: 2016, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 9,465 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 11,358 (year 2039), Design Load: HL 93, Features Intersected: SLEEPERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.111, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 11.0m (36.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,150,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 118155, Location: 5.13 MI N of NJ30 (Lat: 39.712861, Lng: -74.742850), Route carried "on" structure: US 206, Year Built: 2016, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 9,465 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 11,358 (year 2039), Design Load: HL 93, Features Intersected: SLEEPERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.111, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 11.0m (36.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,150,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16215, Location: 0.36 MILES S. FROM US 30 (Lat: 39.614331, Lng: -74.775189), Route carried "on" structure: County highway 640, Year Built: 1937, Status: Posted for load, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 3,117 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,740 (year 2040), Features Intersected: ATLANTIC CITY LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $6,007,000, Roadway Improvement Cost: $642,000, Total Project Cost: $10,939,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16215, Location: 0.36 MILES S. FROM US 30 (Lat: 39.614331, Lng: -74.775189), Route carried "on" structure: County highway 640, Year Built: 1937, Status: Posted for load, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 3,117 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,740 (year 2040), Features Intersected: ATLANTIC CITY LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $6,007,000, Roadway Improvement Cost: $642,000, Total Project Cost: $10,939,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1H0012, Location: 0.08 MI E OF RT 206 (Lat: 39.684289, Lng: -74.762769), Route carried "on" structure: County highway 613, Year Built: 2017, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,007 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,208 (year 2041), Design Load: HL 93, Features Intersected: GREAT SWAMP BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.876, 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: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 1H0012, Location: 0.08 MI E OF RT 206 (Lat: 39.684289, Lng: -74.762769), Route carried "on" structure: County highway 613, Year Built: 2017, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,007 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,208 (year 2041), Design Load: HL 93, Features Intersected: GREAT SWAMP BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.876, 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: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 1M0017, Location: 0.26 miles south CR 542 (Lat: 39.635969, Lng: -74.660569), Route carried "on" structure: County highway 623, Year Built: 1936, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,413 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,696 (year 2041), Design Load: HS 20, Features Intersected: HAMMONTON CREEK, Facility Carried by Structure: ELWOOD-PL MILLS RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 16.850, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1M0017, Location: 0.26 miles south CR 542 (Lat: 39.635969, Lng: -74.660569), Route carried "on" structure: County highway 623, Year Built: 1936, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,413 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,696 (year 2041), Design Load: HS 20, Features Intersected: HAMMONTON CREEK, Facility Carried by Structure: ELWOOD-PL MILLS RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 16.850, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1M0019, Location: 0.07 MI W OF CR 623 (Lat: 39.639419, Lng: -74.662350), Route carried "on" structure: County highway 542, Year Built: 1925, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,404 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,084 (year 2041), Design Load: HS 20, Features Intersected: NESCOCHAGUE CREEK
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 12.730, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1M0019, Location: 0.07 MI W OF CR 623 (Lat: 39.639419, Lng: -74.662350), Route carried "on" structure: County highway 542, Year Built: 1925, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,404 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,084 (year 2041), Design Load: HS 20, Features Intersected: NESCOCHAGUE CREEK
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 12.730, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1M0022, Location: 0.1 MI EAST OF (CR 542) (Lat: 39.633989, Lng: -74.674461), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 2013, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 491 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 589 (year 2041), Features Intersected: HAMMONTON CREEK, Facility Carried by Structure: JACKSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $142,000, Total Project Cost: $142,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1M0022, Location: 0.1 MI EAST OF (CR 542) (Lat: 39.633989, Lng: -74.674461), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 2013, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 491 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 589 (year 2041), Features Intersected: HAMMONTON CREEK, Facility Carried by Structure: JACKSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $142,000, Total Project Cost: $142,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1M0038, Location: 0.4 ML S.CR 542 (Lat: 39.633850, Lng: -74.717661), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 128 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 153 (year 2041), Design Load: HS 20+Mod, Features Intersected: HAMMONTON CREEK, Facility Carried by Structure: SIXTH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: Febuary 2021, Deck Structure Type: Wood or Timber
Structure Number: 1M0038, Location: 0.4 ML S.CR 542 (Lat: 39.633850, Lng: -74.717661), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 128 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 153 (year 2041), Design Load: HS 20+Mod, Features Intersected: HAMMONTON CREEK, Facility Carried by Structure: SIXTH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: Febuary 2021, Deck Structure Type: Wood or Timber
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Structure Number: 1M0039, Location: 0.72 MI S of CR 542 (Lat: 39.628011, Lng: -74.693519), Route carried "on" structure: County highway 658, Year Built: 1931, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 959 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,151 (year 2041), Design Load: H 20, Features Intersected: HAMMONTON CREEK
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 7.339, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1M0039, Location: 0.72 MI S of CR 542 (Lat: 39.628011, Lng: -74.693519), Route carried "on" structure: County highway 658, Year Built: 1931, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 959 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,151 (year 2041), Design Load: H 20, Features Intersected: HAMMONTON CREEK
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 7.339, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32415, Location: 2.35 MI S.OF 206-541 XING (Lat: 39.740700, Lng: -74.726569), Route carried "on" structure: US 206, Year Built: 1930, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 9,293 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,152 (year 2040), Features Intersected: ATSION LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2020, Underwater Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32415, Location: 2.35 MI S.OF 206-541 XING (Lat: 39.740700, Lng: -74.726569), Route carried "on" structure: US 206, Year Built: 1930, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 9,293 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,152 (year 2040), Features Intersected: ATSION LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2020, Underwater Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 324152, Location: .68 MILE NORTH OF 541 JCT (Lat: 39.779500, Lng: -74.738531), Route carried "on" structure: US 206, Year Built: 1929, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 9,484 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 11,381 (year 2041), Design Load: H 20, Features Intersected: SPRINGERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.303, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $847,000, Roadway Improvement Cost: $280,000, Total Project Cost: $1,143,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 324152, Location: .68 MILE NORTH OF 541 JCT (Lat: 39.779500, Lng: -74.738531), Route carried "on" structure: US 206, Year Built: 1929, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 9,484 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 11,381 (year 2041), Design Load: H 20, Features Intersected: SPRINGERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.303, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $847,000, Roadway Improvement Cost: $280,000, Total Project Cost: $1,143,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3F824, Location: 0.25 M W OF TYLERTOWN RD (Lat: 39.642031, Lng: -74.650031), Route carried "on" structure: County highway 542, Year Built: 1981, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,351 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 2,821 (year 2039), Design Load: HS 20+Mod, Features Intersected: BATSTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.856, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3F824, Location: 0.25 M W OF TYLERTOWN RD (Lat: 39.642031, Lng: -74.650031), Route carried "on" structure: County highway 542, Year Built: 1981, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,351 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 2,821 (year 2039), Design Load: HS 20+Mod, Features Intersected: BATSTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.856, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3F827, Location: 0.1 MI E. CR542&CR643 JCT (Lat: 39.640289, Lng: -74.659481), Route carried "on" structure: County highway 542, Year Built: 1995, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,399 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,879 (year 2041), Features Intersected: MULLICA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.987, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: October 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3F827, Location: 0.1 MI E. CR542&CR643 JCT (Lat: 39.640289, Lng: -74.659481), Route carried "on" structure: County highway 542, Year Built: 1995, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,399 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,879 (year 2041), Features Intersected: MULLICA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.987, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: October 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 401152, Location: 0.11Mi. W. of Elmtown B. (Lat: 39.688100, Lng: -74.834681), Route carried "on" structure: US 30, Year Built: 2019, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 14,546 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,455 (year 2040), Design Load: HL 93, Features Intersected: BLUE ANCHOR BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.682, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.7m (64.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.0m (13.1ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 401152, Location: 0.11Mi. W. of Elmtown B. (Lat: 39.688100, Lng: -74.834681), Route carried "on" structure: US 30, Year Built: 2019, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 14,546 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,455 (year 2040), Design Load: HL 93, Features Intersected: BLUE ANCHOR BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.682, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.7m (64.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.0m (13.1ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 46015, Location: 2.4 MI N OF ATL CITY EXPY (Lat: 39.657239, Lng: -74.842939), Route carried "on" structure: County highway 561, Year Built: 1906, Year Reconstructed: 1997, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 5,313 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,376 (year 2040), Design Load: HS 20, Features Intersected: CAPE MAY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.976, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $2,591,000, Roadway Improvement Cost: $280,000, Total Project Cost: $4,996,000 ( Estimate for 2020), Deck Structure Type: Steel plate
Structure Number: 46015, Location: 2.4 MI N OF ATL CITY EXPY (Lat: 39.657239, Lng: -74.842939), Route carried "on" structure: County highway 561, Year Built: 1906, Year Reconstructed: 1997, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 5,313 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,376 (year 2040), Design Load: HS 20, Features Intersected: CAPE MAY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.976, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $2,591,000, Roadway Improvement Cost: $280,000, Total Project Cost: $4,996,000 ( Estimate for 2020), Deck Structure Type: Steel plate
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Structure Number: 348515, Location: 8 MI E OF RT30&206 JCT (Lat: 39.659239, Lng: -74.658589), Route carried "on" structure: State lands road , Year Built: 1965, Year Reconstructed: 2003, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 18 (year 2021), Average Future Daily Traffic: 22 (year 2041), Design Load: H 15, Features Intersected: MULLICA RIVER, Facility Carried by Structure: BATSTO FIRE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Underwater Inspection Date: October 2019, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $50,000, Total Project Cost: $406,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
Structure Number: 348515, Location: 8 MI E OF RT30&206 JCT (Lat: 39.659239, Lng: -74.658589), Route carried "on" structure: State lands road , Year Built: 1965, Year Reconstructed: 2003, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 18 (year 2021), Average Future Daily Traffic: 22 (year 2041), Design Load: H 15, Features Intersected: MULLICA RIVER, Facility Carried by Structure: BATSTO FIRE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Underwater Inspection Date: October 2019, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $50,000, Total Project Cost: $406,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
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Structure Number: 3485152, Location: 4.9 MI NE OF RT30&206 JCT (Lat: 39.728589, Lng: -74.769469), Route carried "on" structure: State lands road , Year Built: 1990, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 23 (year 2021), Average Future Daily Traffic: 28 (year 2041), Features Intersected: SLEEPER BRANCH, Facility Carried by Structure: BURNT HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $30,000, Total Project Cost: $316,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
Structure Number: 3485152, Location: 4.9 MI NE OF RT30&206 JCT (Lat: 39.728589, Lng: -74.769469), Route carried "on" structure: State lands road , Year Built: 1990, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 23 (year 2021), Average Future Daily Traffic: 28 (year 2041), Features Intersected: SLEEPER BRANCH, Facility Carried by Structure: BURNT HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $30,000, Total Project Cost: $316,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
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Structure Number: 3485153, Location: 4.5 MI NE OF RT30&206 JCT (Lat: 39.693039, Lng: -74.806281), Route carried "on" structure: State lands road , Year Built: 1930, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 16 (year 2021), Average Future Daily Traffic: 19 (year 2041), Features Intersected: ALBERTSON BRANCH, Facility Carried by Structure: FLEMING PIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $10,000, Total Project Cost: $140,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
Structure Number: 3485153, Location: 4.5 MI NE OF RT30&206 JCT (Lat: 39.693039, Lng: -74.806281), Route carried "on" structure: State lands road , Year Built: 1930, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 16 (year 2021), Average Future Daily Traffic: 19 (year 2041), Features Intersected: ALBERTSON BRANCH, Facility Carried by Structure: FLEMING PIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $10,000, Total Project Cost: $140,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
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Structure Number: 3485155, Location: 6.8 MI NE OF RT30&206 JCT (Lat: 39.742969, Lng: -74.757181), Route carried "on" structure: State lands road , Year Built: 1930, Year Reconstructed: 2003, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 35 (year 2021), Average Future Daily Traffic: 43 (year 2041), Design Load: HS 20, Features Intersected: MULLICA RIVER, Facility Carried by Structure: BURNT HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.0m (9.8ft), Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $648,000, Roadway Improvement Cost: $75,000, Total Project Cost: $861,000 ( Estimate for 2021), Deck Structure Type: Other
Structure Number: 3485155, Location: 6.8 MI NE OF RT30&206 JCT (Lat: 39.742969, Lng: -74.757181), Route carried "on" structure: State lands road , Year Built: 1930, Year Reconstructed: 2003, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 35 (year 2021), Average Future Daily Traffic: 43 (year 2041), Design Load: HS 20, Features Intersected: MULLICA RIVER, Facility Carried by Structure: BURNT HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.0m (9.8ft), Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $648,000, Roadway Improvement Cost: $75,000, Total Project Cost: $861,000 ( Estimate for 2021), Deck Structure Type: Other
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Structure Number: 3485156, Location: 8 MI N OF RT30 & 206 JCT (Lat: 39.763681, Lng: -74.783739), Route carried "on" structure: State lands road , Year Built: 1998, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 18 (year 2021), Average Future Daily Traffic: 22 (year 2041), Features Intersected: MULLICA RIVER, Facility Carried by Structure: ATSION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $50,000, Total Project Cost: $267,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
Structure Number: 3485156, Location: 8 MI N OF RT30 & 206 JCT (Lat: 39.763681, Lng: -74.783739), Route carried "on" structure: State lands road , Year Built: 1998, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 18 (year 2021), Average Future Daily Traffic: 22 (year 2041), Features Intersected: MULLICA RIVER, Facility Carried by Structure: ATSION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $50,000, Total Project Cost: $267,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
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Structure Number: 3485158, Location: 1.8 MI E OFUS206 (Atsion) (Lat: 39.755369, Lng: -74.696319), Route carried "on" structure: State lands road , Year Built: 1952, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 21 (year 2021), Average Future Daily Traffic: 25 (year 2041), Design Load: H 15, Features Intersected: SPRINGERS BROOK, Facility Carried by Structure: HAMPTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $30,000, Total Project Cost: $668,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
Structure Number: 3485158, Location: 1.8 MI E OFUS206 (Atsion) (Lat: 39.755369, Lng: -74.696319), Route carried "on" structure: State lands road , Year Built: 1952, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 21 (year 2021), Average Future Daily Traffic: 25 (year 2041), Design Load: H 15, Features Intersected: SPRINGERS BROOK, Facility Carried by Structure: HAMPTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $30,000, Total Project Cost: $668,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
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Structure Number: 3485163, Location: 7.8 MI NE OF RT30&206 JCT (Lat: 39.709700, Lng: -74.666469), Route carried "on" structure: State lands road , Year Built: 1989, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 43 (year 2021), Average Future Daily Traffic: 53 (year 2041), Design Load: HS 20, Features Intersected: BATSTO RIVER, Facility Carried by Structure: QUAKER BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $525,000, Roadway Improvement Cost: $50,000, Total Project Cost: $736,000 ( Estimate for 2021), Deck Structure Type: Open Grating
Structure Number: 3485163, Location: 7.8 MI NE OF RT30&206 JCT (Lat: 39.709700, Lng: -74.666469), Route carried "on" structure: State lands road , Year Built: 1989, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 43 (year 2021), Average Future Daily Traffic: 53 (year 2041), Design Load: HS 20, Features Intersected: BATSTO RIVER, Facility Carried by Structure: QUAKER BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $525,000, Roadway Improvement Cost: $50,000, Total Project Cost: $736,000 ( Estimate for 2021), Deck Structure Type: Open Grating
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Structure Number: 3485165, Location: 7.4 MI E OF RT30&206 JCT (Lat: 39.643431, Lng: -74.650331), Route carried "on" structure: State lands road , Year Built: 1960, Year Reconstructed: 2000, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 38 (year 2021), Average Future Daily Traffic: 47 (year 2041), Features Intersected: BATSTO RIVER, Facility Carried by Structure: BATSTO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber
Structure Number: 3485165, Location: 7.4 MI E OF RT30&206 JCT (Lat: 39.643431, Lng: -74.650331), Route carried "on" structure: State lands road , Year Built: 1960, Year Reconstructed: 2000, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 38 (year 2021), Average Future Daily Traffic: 47 (year 2041), Features Intersected: BATSTO RIVER, Facility Carried by Structure: BATSTO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber
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Structure Number: 3485169, Location: 7.6 MI NE OF RT30&206 JCT (Lat: 39.684300, Lng: -74.650389), Route carried "on" structure: State lands road , Year Built: 1980, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 30 (year 2041), Features Intersected: PENN SWAMP BRANCH, Facility Carried by Structure: GOODWATER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $50,000, Total Project Cost: $119,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
Structure Number: 3485169, Location: 7.6 MI NE OF RT30&206 JCT (Lat: 39.684300, Lng: -74.650389), Route carried "on" structure: State lands road , Year Built: 1980, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 30 (year 2041), Features Intersected: PENN SWAMP BRANCH, Facility Carried by Structure: GOODWATER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $50,000, Total Project Cost: $119,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
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Structure Number: 350237N, Location: 4 MI SE OF ACE&RT54 JCT (Lat: 39.575000, Lng: -74.771669), Route carried "on" structure: Other road ACE, Year Built: 1964, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 24,480 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 33,660 (year 2026), Design Load: HS 20, Features Intersected: LITTLE MILL STREAM, Facility Carried by Structure: A.C. EXPRESSWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.141, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 350237N, Location: 4 MI SE OF ACE&RT54 JCT (Lat: 39.575000, Lng: -74.771669), Route carried "on" structure: Other road ACE, Year Built: 1964, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 24,480 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 33,660 (year 2026), Design Load: HS 20, Features Intersected: LITTLE MILL STREAM, Facility Carried by Structure: A.C. EXPRESSWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.141, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350237S, Location: 4 MI SE OF ACE&RT54 JCT (Lat: 39.575000, Lng: -74.771669), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 23,930 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 33,300 (year 2026), Design Load: HS 20, Features Intersected: LITTLE MILL STREAM, Facility Carried by Structure: A.C. EXPRESSWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.141, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete, 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: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 350237S, Location: 4 MI SE OF ACE&RT54 JCT (Lat: 39.575000, Lng: -74.771669), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 23,930 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 33,300 (year 2026), Design Load: HS 20, Features Intersected: LITTLE MILL STREAM, Facility Carried by Structure: A.C. EXPRESSWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.141, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete, 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: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350245, Location: 3.5 MI E INTERCHANGE 28 (Lat: 39.581669, Lng: -74.781669), Route carried "on" structure: County highway 559, Year Built: 1963, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 17,200 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 24,050 (year 2026), Design Load: HS 20+Mod, Features Intersected: ATLANTIC CITY EXPRESSWAY, Facility Carried by Structure: DA COSTA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.636, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 350245, Location: 3.5 MI E INTERCHANGE 28 (Lat: 39.581669, Lng: -74.781669), Route carried "on" structure: County highway 559, Year Built: 1963, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 17,200 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 24,050 (year 2026), Design Load: HS 20+Mod, Features Intersected: ATLANTIC CITY EXPRESSWAY, Facility Carried by Structure: DA COSTA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.636, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350254N, Location: 2.5 MI SE OF ACE&RT54 JCT (Lat: 39.591669, Lng: -74.795000), Route carried "on" structure: Other road ACE, Year Built: 1964, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 23,930 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 33,300 (year 2026), Design Load: HS 20, Features Intersected: JOHNS BROOK, Facility Carried by Structure: A.C. EXPRESSWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.877, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 350254N, Location: 2.5 MI SE OF ACE&RT54 JCT (Lat: 39.591669, Lng: -74.795000), Route carried "on" structure: Other road ACE, Year Built: 1964, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 23,930 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 33,300 (year 2026), Design Load: HS 20, Features Intersected: JOHNS BROOK, Facility Carried by Structure: A.C. EXPRESSWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.877, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350254S, Location: 2.5 MI SE OF ACE&RT54 JCT (Lat: 39.591669, Lng: -74.795000), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 24,900 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 33,300 (year 2026), Design Load: HS 20, Features Intersected: JOHNS BROOK, Facility Carried by Structure: A.C. EXPRESSWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.877, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 350254S, Location: 2.5 MI SE OF ACE&RT54 JCT (Lat: 39.591669, Lng: -74.795000), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 24,900 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 33,300 (year 2026), Design Load: HS 20, Features Intersected: JOHNS BROOK, Facility Carried by Structure: A.C. EXPRESSWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.877, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350258, Location: 2 MI SE OF ACE&RT54 JCT (Lat: 39.595000, Lng: -74.800000), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 1,580 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 2,140 (year 2026), Design Load: HS 20+Mod, Features Intersected: ATLANTIC CITY EXPRESSWAY, Facility Carried by Structure: 8TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 350258, Location: 2 MI SE OF ACE&RT54 JCT (Lat: 39.595000, Lng: -74.800000), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 1,580 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 2,140 (year 2026), Design Load: HS 20+Mod, Features Intersected: ATLANTIC CITY EXPRESSWAY, Facility Carried by Structure: 8TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350278N, Location: AT ACE & RT 54 JUNCTION (Lat: 39.615000, Lng: -74.828331), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 24,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 34,000 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 54, Facility Carried by Structure: A.C. EXPRESSWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.740, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 350278N, Location: AT ACE & RT 54 JUNCTION (Lat: 39.615000, Lng: -74.828331), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 24,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 34,000 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 54, Facility Carried by Structure: A.C. EXPRESSWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.740, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350278S, Location: AT ACE & RT 54 JUNCTION (Lat: 39.615000, Lng: -74.828331), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 24,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 34,000 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 54, Facility Carried by Structure: A.C. EXPRESSWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.740, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 350278S, Location: AT ACE & RT 54 JUNCTION (Lat: 39.615000, Lng: -74.828331), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 24,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 34,000 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 54, Facility Carried by Structure: A.C. EXPRESSWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.740, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350288, Location: 1 MI NW OF ACE&RT54 JCT (Lat: 39.623331, Lng: -74.843331), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 1,480 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 2,080 (year 2026), Design Load: HS 20, Features Intersected: ATLANTIC CITY EXPRESSWAY, Facility Carried by Structure: 14TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 350288, Location: 1 MI NW OF ACE&RT54 JCT (Lat: 39.623331, Lng: -74.843331), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 1,480 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 2,080 (year 2026), Design Load: HS 20, Features Intersected: ATLANTIC CITY EXPRESSWAY, Facility Carried by Structure: 14TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 350293N, Location: 2 MI SE OF ACE&RT73 JCT (Lat: 39.628331, Lng: -74.850000), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 24,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 33,300 (year 2026), Design Load: HS 20, Features Intersected: PRSL RR, Facility Carried by Structure: A.C. EXPRESSWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.154, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 350293N, Location: 2 MI SE OF ACE&RT73 JCT (Lat: 39.628331, Lng: -74.850000), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 24,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 33,300 (year 2026), Design Load: HS 20, Features Intersected: PRSL RR, Facility Carried by Structure: A.C. EXPRESSWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.154, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350293S, Location: 2 MI SE OF ACE&RT73 JCT (Lat: 39.628331, Lng: -74.850000), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 24,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 33,300 (year 2026), Design Load: HS 20, Features Intersected: PRSL RR, Facility Carried by Structure: A.C. EXPRESSWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.154, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 350293S, Location: 2 MI SE OF ACE&RT73 JCT (Lat: 39.628331, Lng: -74.850000), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 24,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 33,300 (year 2026), Design Load: HS 20, Features Intersected: PRSL RR, Facility Carried by Structure: A.C. EXPRESSWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.154, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous