Bridge Statistics for Montgomery, Vermont (VT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 148ft / 45.2mTotal length
- $9,718,000Total costs
- 11,217Total average daily traffic
- 613Total average daily truck traffic
- 11,783Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Montgomery
- No street view available for this location
- New bridges - historical statistics
- 5Before 1900
- 11940-1949
- 31950-1959
- 21970-1979
- 31980-1989
- 31990-1999
- 12000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 42000-2009
- 12010-2019
- Bridge Condition - Deck
- 68.4%Very good
- 15.8%Good
- 5.3%Satisfactory
- 5.3%Fair
- 5.3%Poor
- Bridge Condition - Superstructure
- 52.6%Very good
- 21.1%Good
- 26.3%Satisfactory
- Bridge Condition - Substructure
- 36.8%Very good
- 47.4%Good
- 15.8%Satisfactory
- Bridge Condition - Channel
- 55.0%Very good
- 30.0%Good
- 10.0%Satisfactory
- 5.0%Fair
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Structure Number: 100610000506101, Location: 0.05 MI TO JCT VT 118 (Lat: 44.903256, Lng: -72.639722), Route carried "on" structure: Other road C2001, Year Built: 1890, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 410 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 431 (year 2029), Features Intersected: BLACK FALLS BROOK
Minimum Vertical Clearance: 3.42m (11.22ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $150,000, Total Project Cost: $552,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
Structure Number: 100610000506101, Location: 0.05 MI TO JCT VT 118 (Lat: 44.903256, Lng: -72.639722), Route carried "on" structure: Other road C2001, Year Built: 1890, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 410 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 431 (year 2029), Features Intersected: BLACK FALLS BROOK
Minimum Vertical Clearance: 3.42m (11.22ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $150,000, Total Project Cost: $552,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
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Structure Number: 100610001906101, Location: 0.06 MI TO VT242 (Lat: 44.882325, Lng: -72.586844), Route carried "on" structure: Other road C3017, Year Built: 2019, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 11 (year 2030), Design Load: HS 25 or greater, Features Intersected: HANNAH CLARK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $50,000, Total Project Cost: $218,000 ( Estimate for 2020), Deck Structure Type: Steel plate
Structure Number: 100610001906101, Location: 0.06 MI TO VT242 (Lat: 44.882325, Lng: -72.586844), Route carried "on" structure: Other road C3017, Year Built: 2019, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 11 (year 2030), Design Load: HS 25 or greater, Features Intersected: HANNAH CLARK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $50,000, Total Project Cost: $218,000 ( Estimate for 2020), Deck Structure Type: Steel plate
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Structure Number: 100610002406101, Location: 0.2 MI TO JCT VT 118 (Lat: 44.829306, Lng: -72.606356), Route carried "on" structure: Other road C3035, Year Built: 2006, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 53 (year 2029), Design Load: HS 25 or greater, Features Intersected: PACIFIC BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $50,000, Total Project Cost: $580,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100610002406101, Location: 0.2 MI TO JCT VT 118 (Lat: 44.829306, Lng: -72.606356), Route carried "on" structure: Other road C3035, Year Built: 2006, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 53 (year 2029), Design Load: HS 25 or greater, Features Intersected: PACIFIC BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $50,000, Total Project Cost: $580,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100610002506101, Location: 0.05 MI TO JCT VT 118 (Lat: 44.838619, Lng: -72.610119), Route carried "on" structure: Other road C3034, Year Built: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 11 (year 2029), Design Load: HS 20, Features Intersected: S. BRANCH TROUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $50,000, Total Project Cost: $221,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100610002506101, Location: 0.05 MI TO JCT VT 118 (Lat: 44.838619, Lng: -72.610119), Route carried "on" structure: Other road C3034, Year Built: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 11 (year 2029), Design Load: HS 20, Features Intersected: S. BRANCH TROUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $50,000, Total Project Cost: $221,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100610002706101, Location: 0.8 MI S JCT TH 23 (Lat: 44.857072, Lng: -72.658586), Route carried "on" structure: Other road C3011, Year Built: 1981, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 84 (year 2029), Design Load: H 20, Features Intersected: WEST HILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, 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: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100610002706101, Location: 0.8 MI S JCT TH 23 (Lat: 44.857072, Lng: -72.658586), Route carried "on" structure: Other road C3011, Year Built: 1981, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 84 (year 2029), Design Load: H 20, Features Intersected: WEST HILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, 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: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100610002806101, Location: 0.6 MI TO JCT VT 58 (Lat: 44.864558, Lng: -72.552986), Route carried "on" structure: Other road C3019, Year Built: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 42 (year 2029), Design Load: HS 20, Features Intersected: WADE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Very 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 desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 100610002806101, Location: 0.6 MI TO JCT VT 58 (Lat: 44.864558, Lng: -72.552986), Route carried "on" structure: Other road C3019, Year Built: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 42 (year 2029), Design Load: HS 20, Features Intersected: WADE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Very 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 desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 100610002906101, Location: 0.3 MI TO JCT VT 242 (Lat: 44.878411, Lng: -72.564392), Route carried "on" structure: Other road C3019, Year Built: 1995, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 187 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 197 (year 2029), Design Load: HS 20, Features Intersected: JAY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100610002906101, Location: 0.3 MI TO JCT VT 242 (Lat: 44.878411, Lng: -72.564392), Route carried "on" structure: Other road C3019, Year Built: 1995, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 187 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 197 (year 2029), Design Load: HS 20, Features Intersected: JAY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100610003006101, Location: 0.05 MI TO JCT W VT118 (Lat: 44.898372, Lng: -72.633831), Route carried "on" structure: Other road C3041, Year Built: 1974, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 11 (year 2029), Design Load: HS 20+Mod, Features Intersected: TROUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $513,000, Roadway Improvement Cost: $50,000, Total Project Cost: $564,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100610003006101, Location: 0.05 MI TO JCT W VT118 (Lat: 44.898372, Lng: -72.633831), Route carried "on" structure: Other road C3041, Year Built: 1974, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 11 (year 2029), Design Load: HS 20+Mod, Features Intersected: TROUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $513,000, Roadway Improvement Cost: $50,000, Total Project Cost: $564,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100610003106101, Location: 0.1 MI TO JCT VT 118 (Lat: 44.853733, Lng: -72.613431), Route carried "on" structure: Other road C3033, Year Built: 1988, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 240 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 252 (year 2029), Design Load: H 20, Features Intersected: S. BRANCH TROUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), 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: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $788,000, Roadway Improvement Cost: $50,000, Total Project Cost: $838,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100610003106101, Location: 0.1 MI TO JCT VT 118 (Lat: 44.853733, Lng: -72.613431), Route carried "on" structure: Other road C3033, Year Built: 1988, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 240 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 252 (year 2029), Design Load: H 20, Features Intersected: S. BRANCH TROUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), 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: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $788,000, Roadway Improvement Cost: $50,000, Total Project Cost: $838,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100610003206101, Location: 0.1 MI TO JCT C3 TH 12 (Lat: 44.867675, Lng: -72.647953), Route carried "on" structure: Other road C4025, Year Built: 1883, Year Reconstructed: 2009, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 32 (year 2029), Features Intersected: WEST HILL BROOK
Minimum Vertical Clearance: 2.87m (9.42ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 11.8 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $150,000, Total Project Cost: $593,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
Structure Number: 100610003206101, Location: 0.1 MI TO JCT C3 TH 12 (Lat: 44.867675, Lng: -72.647953), Route carried "on" structure: Other road C4025, Year Built: 1883, Year Reconstructed: 2009, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 32 (year 2029), Features Intersected: WEST HILL BROOK
Minimum Vertical Clearance: 2.87m (9.42ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 11.8 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $150,000, Total Project Cost: $593,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
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Structure Number: 100610003306101, Location: @ JCT W VT118 (Lat: 44.907236, Lng: -72.655617), Route carried "on" structure: Other road C3004, Year Built: 1863, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 450 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 473 (year 2029), Design Load: H 20, Features Intersected: TROUT RIVER
Minimum Vertical Clearance: 3.40m (11.15ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $50,000, Total Project Cost: $511,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
Structure Number: 100610003306101, Location: @ JCT W VT118 (Lat: 44.907236, Lng: -72.655617), Route carried "on" structure: Other road C3004, Year Built: 1863, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 450 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 473 (year 2029), Design Load: H 20, Features Intersected: TROUT RIVER
Minimum Vertical Clearance: 3.40m (11.15ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $50,000, Total Project Cost: $511,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
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Structure Number: 100610003406101, Location: 0.1 MI TO JCT VT 118 (Lat: 44.858583, Lng: -72.612519), Route carried "on" structure: Other road C3027, Year Built: 1883, Year Reconstructed: 2009, Status: Posted for load, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 42 (year 2029), Design Load: H 10, Features Intersected: SO. BR. TROUT RIVER
Minimum Vertical Clearance: 3.14m (10.30ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 9.1 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $150,000, Total Project Cost: $683,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
Structure Number: 100610003406101, Location: 0.1 MI TO JCT VT 118 (Lat: 44.858583, Lng: -72.612519), Route carried "on" structure: Other road C3027, Year Built: 1883, Year Reconstructed: 2009, Status: Posted for load, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 42 (year 2029), Design Load: H 10, Features Intersected: SO. BR. TROUT RIVER
Minimum Vertical Clearance: 3.14m (10.30ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 9.1 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $150,000, Total Project Cost: $683,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
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Structure Number: 100610003506101, Location: AT JCT WITH C3 TH7 (Lat: 44.907489, Lng: -72.633925), Route carried "on" structure: Other road C3006, Year Built: 1970, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2029), Design Load: HS 20+Mod, Features Intersected: BLACK FALLS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $50,000, Total Project Cost: $440,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100610003506101, Location: AT JCT WITH C3 TH7 (Lat: 44.907489, Lng: -72.633925), Route carried "on" structure: Other road C3006, Year Built: 1970, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2029), Design Load: HS 20+Mod, Features Intersected: BLACK FALLS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $50,000, Total Project Cost: $440,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100610003606101, Location: 0.3 MI TO JCT C3 TH 6 (Lat: 44.918442, Lng: -72.583669), Route carried "on" structure: Other road C3010, Year Built: 2014, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 11 (year 2029), Design Load: HL 93, Features Intersected: BLACK FALLS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100610003606101, Location: 0.3 MI TO JCT C3 TH 6 (Lat: 44.918442, Lng: -72.583669), Route carried "on" structure: Other road C3010, Year Built: 2014, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 11 (year 2029), Design Load: HL 93, Features Intersected: BLACK FALLS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100610004106101, Location: 0.2 MI W. OF JCT VT 118 (Lat: 44.899658, Lng: -72.644628), Route carried "on" structure: Other road C3042, Year Built: 1883, Year Reconstructed: 2003, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 53 (year 2029), Features Intersected: TROUT RIVER
Minimum Vertical Clearance: 3.14m (10.30ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township 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: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 9.1 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.96m (9.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $518,000, Roadway Improvement Cost: $150,000, Total Project Cost: $668,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
Structure Number: 100610004106101, Location: 0.2 MI W. OF JCT VT 118 (Lat: 44.899658, Lng: -72.644628), Route carried "on" structure: Other road C3042, Year Built: 1883, Year Reconstructed: 2003, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 53 (year 2029), Features Intersected: TROUT RIVER
Minimum Vertical Clearance: 3.14m (10.30ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township 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: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 9.1 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.96m (9.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $518,000, Roadway Improvement Cost: $150,000, Total Project Cost: $668,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
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Structure Number: 200283001506102, Location: 0.1 MI S JCT. VT.242 (Lat: 44.877153, Lng: -72.607953), Route carried "on" structure: State highway 118, Year Built: 1997, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,205 (year 2028), Design Load: HS 25 or greater, Features Intersected: TROUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200283001506102, Location: 0.1 MI S JCT. VT.242 (Lat: 44.877153, Lng: -72.607953), Route carried "on" structure: State highway 118, Year Built: 1997, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,205 (year 2028), Design Load: HS 25 or greater, Features Intersected: TROUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200283001906102, Location: 2.7 MI N JCT. VT.242 (Lat: 44.901103, Lng: -72.645569), Route carried "on" structure: State highway 118, Year Built: 1953, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,785 (year 2028), Design Load: H 20, Features Intersected: TROUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.39m (17.68ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,181,000, Roadway Improvement Cost: $50,000, Total Project Cost: $2,231,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200283001906102, Location: 2.7 MI N JCT. VT.242 (Lat: 44.901103, Lng: -72.645569), Route carried "on" structure: State highway 118, Year Built: 1953, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,785 (year 2028), Design Load: H 20, Features Intersected: TROUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.39m (17.68ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,181,000, Roadway Improvement Cost: $50,000, Total Project Cost: $2,231,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200283002006102, Location: 2.8 MI N JCT. VT.242 (Lat: 44.901064, Lng: -72.648964), Route carried "on" structure: State highway 118, Year Built: 1953, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,995 (year 2028), Design Load: H 20, Features Intersected: WEST HILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,569,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,619,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200283002006102, Location: 2.8 MI N JCT. VT.242 (Lat: 44.901064, Lng: -72.648964), Route carried "on" structure: State highway 118, Year Built: 1953, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,995 (year 2028), Design Load: H 20, Features Intersected: WEST HILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,569,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,619,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200283002106102, Location: 2.9 MI N JCT. VT.242 (Lat: 44.901589, Lng: -72.652050), Route carried "on" structure: State highway 118, Year Built: 1953, Year Reconstructed: 2006, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,995 (year 2028), Design Load: HS 25 or greater, Features Intersected: TROUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200283002106102, Location: 2.9 MI N JCT. VT.242 (Lat: 44.901589, Lng: -72.652050), Route carried "on" structure: State highway 118, Year Built: 1953, Year Reconstructed: 2006, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,995 (year 2028), Design Load: HS 25 or greater, Features Intersected: TROUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, 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: 200283002306102, Location: 2.8 MI S JCT VT 105 (Lat: 44.915928, Lng: -72.669192), Route carried "on" structure: State highway 118, Year Built: 1949, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,995 (year 2028), Design Load: H 20, Features Intersected: BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200283002306102, Location: 2.8 MI S JCT VT 105 (Lat: 44.915928, Lng: -72.669192), Route carried "on" structure: State highway 118, Year Built: 1949, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,995 (year 2028), Design Load: H 20, Features Intersected: BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous