Bridge Statistics for Bradford, New Hampshire (NH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 62ft / 18.7mTotal length
- $37,704,000Total costs
- 10,942Total average daily traffic
- 398Total average daily truck traffic
- 16,188Total future (year 2042) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bradford
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11940-1949
- 21950-1959
- 11960-1969
- 11980-1989
- 42000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 66.7%Very good
- 16.7%Good
- 8.3%Satisfactory
- 8.3%Critical
- Bridge Condition - Superstructure
- 83.3%Very good
- 8.3%Good
- 8.3%Fair
- Bridge Condition - Substructure
- 50.0%Very good
- 16.7%Good
- 8.3%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 16.7%Excellent
- 41.7%Very good
- 16.7%Good
- 16.7%Satisfactory
- 8.3%Poor
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Structure Number: 2800640014, Location: 1.9 MI FROM NEWBURY TL (Lat: 43.259803, Lng: -72.025842), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 351 (year 2020), Average Future Daily Traffic: 519 (year 2042), Design Load: HS 25 or greater, Features Intersected: WEST BRANCH BROOK, Facility Carried by Structure: FAIRGROUNDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.309, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2800640014, Location: 1.9 MI FROM NEWBURY TL (Lat: 43.259803, Lng: -72.025842), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 351 (year 2020), Average Future Daily Traffic: 519 (year 2042), Design Load: HS 25 or greater, Features Intersected: WEST BRANCH BROOK, Facility Carried by Structure: FAIRGROUNDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.309, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28009800114, Location: 6.6 MI FROM WARNER TL (Lat: 43.242914, Lng: -71.995814), Route carried "on" structure: Other road , Year Built: 2010, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,098 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,625 (year 2042), Design Load: HS 25 or greater, Features Intersected: HOYT BROOK, Facility Carried by Structure: WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28009800114, Location: 6.6 MI FROM WARNER TL (Lat: 43.242914, Lng: -71.995814), Route carried "on" structure: Other road , Year Built: 2010, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,098 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,625 (year 2042), Design Load: HS 25 or greater, Features Intersected: HOYT BROOK, Facility Carried by Structure: WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2800990012, Location: 2.7 MI FROM WASHINGTON T (Lat: 43.246881, Lng: -71.994975), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 81 (year 2020), Average Future Daily Traffic: 119 (year 2042), Features Intersected: HOYT BROOK, Facility Carried by Structure: WEST MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2800990012, Location: 2.7 MI FROM WASHINGTON T (Lat: 43.246881, Lng: -71.994975), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 81 (year 2020), Average Future Daily Traffic: 119 (year 2042), Features Intersected: HOYT BROOK, Facility Carried by Structure: WEST MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28010000141, Location: 0.03 MI FR JOHNSON HILL R (Lat: 43.262339, Lng: -71.993111), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 81 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 119 (year 2042), Design Load: HS 25 or greater, Features Intersected: WEST BRANCH BROOK, Facility Carried by Structure: FAIRGROUNDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.082, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 69.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Length Of Structure Improvement: 1.33m (4.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28010000141, Location: 0.03 MI FR JOHNSON HILL R (Lat: 43.262339, Lng: -71.993111), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 81 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 119 (year 2042), Design Load: HS 25 or greater, Features Intersected: WEST BRANCH BROOK, Facility Carried by Structure: FAIRGROUNDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.082, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 69.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Length Of Structure Improvement: 1.33m (4.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28010400141, Location: 1.5 MI MARSHALL HILL RD (Lat: 43.262572, Lng: -71.988844), Route carried "on" structure: Other road , Year Built: 1950, Status: Temporarily open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 81 (year 2020), Average Future Daily Traffic: 119 (year 2042), Features Intersected: WEST BRANCH BROOK, Facility Carried by Structure: JOHNSON HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 3.5m (11.5ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Critical, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, 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: 0.82m (2.69ft), Designated Inspection Frequency: Every 16 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28010400141, Location: 1.5 MI MARSHALL HILL RD (Lat: 43.262572, Lng: -71.988844), Route carried "on" structure: Other road , Year Built: 1950, Status: Temporarily open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 81 (year 2020), Average Future Daily Traffic: 119 (year 2042), Features Intersected: WEST BRANCH BROOK, Facility Carried by Structure: JOHNSON HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 3.5m (11.5ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Critical, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, 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: 0.82m (2.69ft), Designated Inspection Frequency: Every 16 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2801260015, Location: .12 MI FROM OLD WARREN R (Lat: 43.268042, Lng: -71.966467), Route carried "on" structure: Other road , Year Built: 1980, Year Reconstructed: 2017, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 294 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 435 (year 2042), Design Load: HL 93, Features Intersected: WEST BRANCH BROOK, Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.038, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.95m (3.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 2801260015, Location: .12 MI FROM OLD WARREN R (Lat: 43.268042, Lng: -71.966467), Route carried "on" structure: Other road , Year Built: 1980, Year Reconstructed: 2017, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 294 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 435 (year 2042), Design Load: HL 93, Features Intersected: WEST BRANCH BROOK, Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.038, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.95m (3.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 28012700158, Location: 0.1 MI FROM NEWBURY TL (Lat: 43.273992, Lng: -71.966728), Route carried "on" structure: State highway 103, Year Built: 1967, Year Reconstructed: 2002, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 4,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,068 (year 2042), Design Load: HS 20, Features Intersected: LAKE TODD OUTLET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.217, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 28012700158, Location: 0.1 MI FROM NEWBURY TL (Lat: 43.273992, Lng: -71.966728), Route carried "on" structure: State highway 103, Year Built: 1967, Year Reconstructed: 2002, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 4,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,068 (year 2042), Design Load: HS 20, Features Intersected: LAKE TODD OUTLET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.217, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 28014000144, Location: 6.3 MI WASHINGTON TL (Lat: 43.264072, Lng: -71.953161), Route carried "on" structure: Other road , Year Built: 1854, Year Reconstructed: 2021, Status: Posted for load, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 81 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 119 (year 2042), Features Intersected: W BR WARNER RIVER, Facility Carried by Structure: BRADFORD CENTER RD
Minimum Vertical Clearance: 3.05m (10.01ft), Kilometerpoint: 3.767, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Poor, Operating Rating: 11.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable 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: 1.94m (6.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 28014000144, Location: 6.3 MI WASHINGTON TL (Lat: 43.264072, Lng: -71.953161), Route carried "on" structure: Other road , Year Built: 1854, Year Reconstructed: 2021, Status: Posted for load, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 81 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 119 (year 2042), Features Intersected: W BR WARNER RIVER, Facility Carried by Structure: BRADFORD CENTER RD
Minimum Vertical Clearance: 3.05m (10.01ft), Kilometerpoint: 3.767, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Poor, Operating Rating: 11.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable 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: 1.94m (6.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 28014100137, Location: 0.4 MI NH 114 (Lat: 43.259489, Lng: -71.953750), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 417 (year 2020), Average Future Daily Traffic: 617 (year 2042), Design Load: HS 25 or greater, Features Intersected: HOYT BROOK, Facility Carried by Structure: JONES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.35m (4.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28014100137, Location: 0.4 MI NH 114 (Lat: 43.259489, Lng: -71.953750), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 417 (year 2020), Average Future Daily Traffic: 617 (year 2042), Design Load: HS 25 or greater, Features Intersected: HOYT BROOK, Facility Carried by Structure: JONES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.35m (4.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2801460014, Location: 3.8 MI FROM WARNER TL (Lat: 43.259625, Lng: -71.945806), Route carried "on" structure: State highway 114, Year Built: 1948, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 3,976 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,884 (year 2042), Design Load: H 20, Features Intersected: WARNER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.551, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2801460014, Location: 3.8 MI FROM WARNER TL (Lat: 43.259625, Lng: -71.945806), Route carried "on" structure: State highway 114, Year Built: 1948, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 3,976 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,884 (year 2042), Design Load: H 20, Features Intersected: WARNER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.551, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28016100145, Location: 1.8 MI FROM WARNER TL (Lat: 43.264744, Lng: -71.932767), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 81 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 119 (year 2042), Design Load: HL 93, Features Intersected: WARNER RIVER, Facility Carried by Structure: BREEZY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.999, Lanes on structure: 2, Owner: City or Municipal 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: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28016100145, Location: 1.8 MI FROM WARNER TL (Lat: 43.264744, Lng: -71.932767), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 81 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 119 (year 2042), Design Load: HL 93, Features Intersected: WARNER RIVER, Facility Carried by Structure: BREEZY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.999, Lanes on structure: 2, Owner: City or Municipal 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: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28017000129, Location: .9 MI FROM WARNER TL (Lat: 43.253889, Lng: -71.922558), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 2015, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 301 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 445 (year 2042), Features Intersected: POND BROOK, Facility Carried by Structure: BREEZY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.389, Lanes on structure: 1, Owner: City or Municipal Highway Agency, 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: 10.1m (33.1ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28017000129, Location: .9 MI FROM WARNER TL (Lat: 43.253889, Lng: -71.922558), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 2015, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 301 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 445 (year 2042), Features Intersected: POND BROOK, Facility Carried by Structure: BREEZY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.389, Lanes on structure: 1, Owner: City or Municipal Highway Agency, 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: 10.1m (33.1ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous