Bridge Statistics for Jackson, New Hampshire (NH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 66ft / 20.4mTotal length
- $31,420,000Total costs
- 15,431Total average daily traffic
- 1,204Total average daily truck traffic
- 22,833Total future (year 2042) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Jackson
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11900-1909
- 61930-1939
- 11960-1969
- 11980-1989
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 30.0%Good
- 40.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Superstructure
- 30.0%Good
- 10.0%Satisfactory
- 60.0%Fair
- Bridge Condition - Substructure
- 20.0%Good
- 30.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Channel
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
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Structure Number: 13200920013, Location: 5.6 MI FROM BARTLETT TL (Lat: 44.202078, Lng: -71.238058), Route carried "on" structure: State highway 16, Year Built: 1933, Year Reconstructed: 1981, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 3,217 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,761 (year 2042), Features Intersected: ELLIS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.740, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 13200920013, Location: 5.6 MI FROM BARTLETT TL (Lat: 44.202078, Lng: -71.238058), Route carried "on" structure: State highway 16, Year Built: 1933, Year Reconstructed: 1981, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 3,217 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,761 (year 2042), Features Intersected: ELLIS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.740, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 132013500122, Location: 370 FT FR NH RTE 16B (Lat: 44.194550, Lng: -71.194275), Route carried "on" structure: Other road , Year Built: 1930, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 81 (year 2020), Average Future Daily Traffic: 119 (year 2042), Features Intersected: WILDCAT BROOK, Facility Carried by Structure: MELLOON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.111, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 2.9m (9.5ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 132013500122, Location: 370 FT FR NH RTE 16B (Lat: 44.194550, Lng: -71.194275), Route carried "on" structure: Other road , Year Built: 1930, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 81 (year 2020), Average Future Daily Traffic: 119 (year 2042), Features Intersected: WILDCAT BROOK, Facility Carried by Structure: MELLOON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.111, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 2.9m (9.5ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 132013900093, Location: 2.2 MI JCT 16A (Lat: 44.173544, Lng: -71.192381), Route carried "on" structure: State highway 16B, Year Built: 1964, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 162 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 239 (year 2042), Design Load: HS 20, Features Intersected: WILDCAT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 132013900093, Location: 2.2 MI JCT 16A (Lat: 44.173544, Lng: -71.192381), Route carried "on" structure: State highway 16B, Year Built: 1964, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 162 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 239 (year 2042), Design Load: HS 20, Features Intersected: WILDCAT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 132014400056, Location: 0.5 MI FROM BARTLETT TL (Lat: 44.145244, Lng: -71.188928), Route carried "on" structure: State highway 16, Year Built: 1938, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 6,341 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 9,384 (year 2042), Design Load: H 15, Features Intersected: ELLIS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.645, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 132014400056, Location: 0.5 MI FROM BARTLETT TL (Lat: 44.145244, Lng: -71.188928), Route carried "on" structure: State highway 16, Year Built: 1938, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 6,341 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 9,384 (year 2042), Design Load: H 15, Features Intersected: ELLIS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.645, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 13201480005, Location: .05 MI N OF JCT 16 (Lat: 44.141528, Lng: -71.186253), Route carried "on" structure: State highway 16A, Year Built: 1876, Year Reconstructed: 2004, Status: Posted for load, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 3,392 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,020 (year 2042), Features Intersected: ELLIS RIVER
Minimum Vertical Clearance: 3.57m (11.71ft), Kilometerpoint: 0.074, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 9.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.5 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: Superior to present desirable 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: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 13201480005, Location: .05 MI N OF JCT 16 (Lat: 44.141528, Lng: -71.186253), Route carried "on" structure: State highway 16A, Year Built: 1876, Year Reconstructed: 2004, Status: Posted for load, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 3,392 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,020 (year 2042), Features Intersected: ELLIS RIVER
Minimum Vertical Clearance: 3.57m (11.71ft), Kilometerpoint: 0.074, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 9.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.5 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: Superior to present desirable 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: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 132015200058, Location: .55 MI N. JCT 16 (Lat: 44.146458, Lng: -71.181531), Route carried "on" structure: State highway 16A, Year Built: 1931, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 1,308 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,935 (year 2042), Design Load: H 15, Features Intersected: WILDCAT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.927, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 132015200058, Location: .55 MI N. JCT 16 (Lat: 44.146458, Lng: -71.181531), Route carried "on" structure: State highway 16A, Year Built: 1931, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 1,308 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,935 (year 2042), Design Load: H 15, Features Intersected: WILDCAT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.927, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 132015300066, Location: 0.04MI RTE 16B (Lat: 44.152397, Lng: -71.179575), Route carried "on" structure: Other road , Year Built: 1905, Year Reconstructed: 1983, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 170 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 251 (year 2042), Features Intersected: WILDCAT BROOK, Facility Carried by Structure: VALLEY CROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.066, Lanes on structure: 1, Owner: City or Municipal 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: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 2.3m (7.5ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 20.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 132015300066, Location: 0.04MI RTE 16B (Lat: 44.152397, Lng: -71.179575), Route carried "on" structure: Other road , Year Built: 1905, Year Reconstructed: 1983, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 170 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 251 (year 2042), Features Intersected: WILDCAT BROOK, Facility Carried by Structure: VALLEY CROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.066, Lanes on structure: 1, Owner: City or Municipal 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: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 2.3m (7.5ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 20.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 132015700079, Location: 0.3 MI FR BARTLETT TL (Lat: 44.162461, Lng: -71.175019), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 98 (year 2020), Average Future Daily Traffic: 145 (year 2042), Features Intersected: GREAT BROOK, Facility Carried by Structure: WILSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.539, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, 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: 132015700079, Location: 0.3 MI FR BARTLETT TL (Lat: 44.162461, Lng: -71.175019), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 98 (year 2020), Average Future Daily Traffic: 145 (year 2042), Features Intersected: GREAT BROOK, Facility Carried by Structure: WILSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.539, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, 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: 132016700082, Location: 1.7 MI JCT 16-A (Lat: 44.165072, Lng: -71.165511), Route carried "on" structure: State highway 16B, Year Built: 1937, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 482 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 713 (year 2042), Design Load: H 15, Features Intersected: GREAT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.618, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 132016700082, Location: 1.7 MI JCT 16-A (Lat: 44.165072, Lng: -71.165511), Route carried "on" structure: State highway 16B, Year Built: 1937, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 482 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 713 (year 2042), Design Load: H 15, Features Intersected: GREAT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.618, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 132017100084, Location: 3.4 MI BARTLETT T.L. (Lat: 44.165947, Lng: -71.161128), Route carried "on" structure: State highway , Year Built: 1930, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 180 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 266 (year 2042), Design Load: H 15, Features Intersected: GREAT BROOK, Facility Carried by Structure: DUNDEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.623, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 132017100084, Location: 3.4 MI BARTLETT T.L. (Lat: 44.165947, Lng: -71.161128), Route carried "on" structure: State highway , Year Built: 1930, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 180 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 266 (year 2042), Design Load: H 15, Features Intersected: GREAT BROOK, Facility Carried by Structure: DUNDEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.623, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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