Bridge Statistics for Laconia, New Hampshire (NH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 174ft / 52.7mTotal length
- $50,272,000Total costs
- 136,322Total average daily traffic
- 7,343Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Laconia
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 41960-1969
- 41970-1979
- 31980-1989
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 13.3%Excellent
- 20.0%Very good
- 33.3%Good
- 13.3%Satisfactory
- 13.3%Fair
- 6.7%Serious
- Bridge Condition - Superstructure
- 13.3%Excellent
- 13.3%Very good
- 46.7%Good
- 6.7%Satisfactory
- 13.3%Fair
- 6.7%Serious
- Bridge Condition - Substructure
- 20.0%Very good
- 46.7%Good
- 26.7%Satisfactory
- 6.7%Poor
- Bridge Condition - Channel
- 9.1%Very good
- 54.5%Good
- 27.3%Satisfactory
- 9.1%Fair
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Structure Number: 139011400042, Location: 0.6 MI BELMONT T.L. (Lat: 43.524356, Lng: -71.475572), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 2007, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 5,441 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,052 (year 2042), Design Load: HS 25 or greater, Features Intersected: WINNIPESAUKEE RIVER, Facility Carried by Structure: FAIR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.315, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 139011400042, Location: 0.6 MI BELMONT T.L. (Lat: 43.524356, Lng: -71.475572), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 2007, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 5,441 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,052 (year 2042), Design Load: HS 25 or greater, Features Intersected: WINNIPESAUKEE RIVER, Facility Carried by Structure: FAIR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.315, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 139012100028, Location: 0.5 MI FROM BELMONT T.L. (Lat: 43.513753, Lng: -71.468850), Route carried "on" structure: US 3, Year Built: 1967, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 8,207 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 12,146 (year 2042), Design Load: HS 20, Features Intersected: MILE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.874, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 139012100028, Location: 0.5 MI FROM BELMONT T.L. (Lat: 43.513753, Lng: -71.468850), Route carried "on" structure: US 3, Year Built: 1967, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 8,207 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 12,146 (year 2042), Design Load: HS 20, Features Intersected: MILE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.874, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 139012100047, Location: 1.0 MI BELMONT T.L. (Lat: 43.526408, Lng: -71.468944), Route carried "on" structure: State highway 106, Year Built: 1970, Year Reconstructed: 2015, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 18,954 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 28,051 (year 2042), Design Load: HS 20, Features Intersected: WINNIPESAUKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.960, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 8, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.03m (36.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: October 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 139012100047, Location: 1.0 MI BELMONT T.L. (Lat: 43.526408, Lng: -71.468944), Route carried "on" structure: State highway 106, Year Built: 1970, Year Reconstructed: 2015, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 18,954 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 28,051 (year 2042), Design Load: HS 20, Features Intersected: WINNIPESAUKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.960, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 8, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.03m (36.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: October 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 139012200058, Location: 1.0 MI. JCT 106 (Lat: 43.535683, Lng: -71.468628), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 4,851 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,179 (year 2042), Design Load: HS 20+Mod, Features Intersected: WINNIPESAUKEE RIVER, Facility Carried by Structure: MESSER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.51m (11.52ft), 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 139012200058, Location: 1.0 MI. JCT 106 (Lat: 43.535683, Lng: -71.468628), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 4,851 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,179 (year 2042), Design Load: HS 20+Mod, Features Intersected: WINNIPESAUKEE RIVER, Facility Carried by Structure: MESSER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.51m (11.52ft), 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 139012300052, Location: 1.4 MI FROM BELMONT TL (Lat: 43.530603, Lng: -71.467572), Route carried "on" structure: Business US 3, Year Built: 1981, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 5,701 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,437 (year 2042), Design Load: HS 20+Mod, Features Intersected: WINNIPESAUKEE RIVER, Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.242, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 139012300052, Location: 1.4 MI FROM BELMONT TL (Lat: 43.530603, Lng: -71.467572), Route carried "on" structure: Business US 3, Year Built: 1981, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 5,701 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,437 (year 2042), Design Load: HS 20+Mod, Features Intersected: WINNIPESAUKEE RIVER, Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.242, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 139012400055, Location: 472 FT FR UNION AVE&US3 (Lat: 43.532583, Lng: -71.465281), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 188 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 278 (year 2042), Design Load: HS 25 or greater, Features Intersected: JEWETT BROOK, Facility Carried by Structure: DAVIS PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.148, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.1m (0.3ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 84.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022)
Structure Number: 139012400055, Location: 472 FT FR UNION AVE&US3 (Lat: 43.532583, Lng: -71.465281), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 188 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 278 (year 2042), Design Load: HS 25 or greater, Features Intersected: JEWETT BROOK, Facility Carried by Structure: DAVIS PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.148, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.1m (0.3ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 84.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022)
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Structure Number: 139012400076, Location: 0.1 MI UNION AVE (Lat: 43.548797, Lng: -71.465014), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 7.57m (24.84ft), Average Daily Traffic: 6,289 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,307 (year 2042), Design Load: HS 25 or greater, Features Intersected: PAUGUS BAY, Facility Carried by Structure: ELM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.246, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.0m (124.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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 desirable criteria, Length Of Structure Improvement: 7.57m (24.84ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: August 2019, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 139012400076, Location: 0.1 MI UNION AVE (Lat: 43.548797, Lng: -71.465014), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 7.57m (24.84ft), Average Daily Traffic: 6,289 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,307 (year 2042), Design Load: HS 25 or greater, Features Intersected: PAUGUS BAY, Facility Carried by Structure: ELM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.246, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.0m (124.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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 desirable criteria, Length Of Structure Improvement: 7.57m (24.84ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: August 2019, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 139012600055, Location: 1.7 MI N. BELMONT T.L. (Lat: 43.532022, Lng: -71.463897), Route carried "on" structure: Business US 3, Year Built: 1979, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,233 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13,664 (year 2042), Design Load: HS 20, Features Intersected: JEWETT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.723, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 139012600055, Location: 1.7 MI N. BELMONT T.L. (Lat: 43.532022, Lng: -71.463897), Route carried "on" structure: Business US 3, Year Built: 1979, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,233 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13,664 (year 2042), Design Load: HS 20, Features Intersected: JEWETT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.723, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 139012600163, Location: TOWN RD (Lat: 43.609464, Lng: -71.461064), Route carried "on" structure: Other road , Year Built: 1940, Status: Posted for load, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 81 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 119 (year 2042), Features Intersected: NHRR, Facility Carried by Structure: CENTENARY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Operating Rating: 10.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: High priority of replacement, 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 8 months, Inspection Date: November 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: 139012600163, Location: TOWN RD (Lat: 43.609464, Lng: -71.461064), Route carried "on" structure: Other road , Year Built: 1940, Status: Posted for load, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 81 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 119 (year 2042), Features Intersected: NHRR, Facility Carried by Structure: CENTENARY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Operating Rating: 10.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: High priority of replacement, 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 8 months, Inspection Date: November 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: 139013000056, Location: .08MiFrRte 11A-GilfordAve (Lat: 43.531789, Lng: -71.459358), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,906 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,300 (year 2042), Features Intersected: JEWETT BROOK, Facility Carried by Structure: HIGHLAND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.236, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 139013000056, Location: .08MiFrRte 11A-GilfordAve (Lat: 43.531789, Lng: -71.459358), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,906 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,300 (year 2042), Features Intersected: JEWETT BROOK, Facility Carried by Structure: HIGHLAND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.236, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 139013100154, Location: 2.02 MI S. MEREDITH T/L (Lat: 43.604106, Lng: -71.456606), Route carried "on" structure: US 3, Year Built: 1933, Year Reconstructed: 2020, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,975 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,723 (year 2042), Design Load: HL 93, Features Intersected: NHRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.809, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 139013100154, Location: 2.02 MI S. MEREDITH T/L (Lat: 43.604106, Lng: -71.456606), Route carried "on" structure: US 3, Year Built: 1933, Year Reconstructed: 2020, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,975 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,723 (year 2042), Design Load: HL 93, Features Intersected: NHRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.809, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 139013200027, Location: .4 MI BELMONT TL (Lat: 43.512242, Lng: -71.458931), Route carried "on" structure: State highway 106, Year Built: 1964, Year Reconstructed: 2019, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 13,522 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20,012 (year 2042), Design Load: HS 20, Features Intersected: US 3,NH 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.143, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 139013200027, Location: .4 MI BELMONT TL (Lat: 43.512242, Lng: -71.458931), Route carried "on" structure: State highway 106, Year Built: 1964, Year Reconstructed: 2019, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 13,522 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20,012 (year 2042), Design Load: HS 20, Features Intersected: US 3,NH 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.143, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 139013300154, Location: 7.4 MI FROM BELMONT TL (Lat: 43.603742, Lng: -71.455428), Route carried "on" structure: US 3, Year Built: 1933, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 11,975 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,723 (year 2042), Design Load: H 15, Features Intersected: PAUGUS BAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.706, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 139013300154, Location: 7.4 MI FROM BELMONT TL (Lat: 43.603742, Lng: -71.455428), Route carried "on" structure: US 3, Year Built: 1933, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 11,975 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,723 (year 2042), Design Load: H 15, Features Intersected: PAUGUS BAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.706, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 139013600027, Location: 1.5 MI FROM BELMONT T.L. (Lat: 43.513061, Lng: -71.454369), Route carried "on" structure: US 3, Year Built: 1963, Year Reconstructed: 1993, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,270 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,199 (year 2042), Design Load: HS 20+Mod, Features Intersected: NH107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.099, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 139013600027, Location: 1.5 MI FROM BELMONT T.L. (Lat: 43.513061, Lng: -71.454369), Route carried "on" structure: US 3, Year Built: 1963, Year Reconstructed: 1993, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,270 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,199 (year 2042), Design Load: HS 20+Mod, Features Intersected: NH107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.099, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 139013600092, Location: 3.75 MI N BELMONT TL (Lat: 43.558492, Lng: -71.454253), Route carried "on" structure: Business US 3, Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 15,429 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 22,834 (year 2042), Design Load: HS 20+Mod, Features Intersected: BLACK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.967, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), 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: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 139013600092, Location: 3.75 MI N BELMONT TL (Lat: 43.558492, Lng: -71.454253), Route carried "on" structure: Business US 3, Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 15,429 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 22,834 (year 2042), Design Load: HS 20+Mod, Features Intersected: BLACK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.967, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), 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: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 167013100105, Location: 1.3 MI NW LACONIA TL (Lat: 43.613889, Lng: -71.533017), Route carried "on" structure: State highway , Year Built: 2019, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,328 (year 2042), Design Load: H 10, Features Intersected: OUTLET WICKWAS POND, Facility Carried by Structure: MEREDITH CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.042, Lanes on structure: 2, Owner: State 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: 17.7m (58.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 25.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: Integral Concrete
Structure Number: 167013100105, Location: 1.3 MI NW LACONIA TL (Lat: 43.613889, Lng: -71.533017), Route carried "on" structure: State highway , Year Built: 2019, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,328 (year 2042), Design Load: H 10, Features Intersected: OUTLET WICKWAS POND, Facility Carried by Structure: MEREDITH CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.042, Lanes on structure: 2, Owner: State 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: 17.7m (58.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 25.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: Integral Concrete
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Structure Number: 139013200027, Location: .4 MI BELMONT TL (Lat: 43.512242, Lng: -71.458931), Route carried "under" structure: Bypass US 3, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,700 (year 2012), Truck Traffic: 7%, Features Intersected: US 3,NH 11, Facility Carried by Structure: NH106
Minimum Vertical Clearance: 5.95m (19.52ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 139013200027, Location: .4 MI BELMONT TL (Lat: 43.512242, Lng: -71.458931), Route carried "under" structure: Bypass US 3, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,700 (year 2012), Truck Traffic: 7%, Features Intersected: US 3,NH 11, Facility Carried by Structure: NH106
Minimum Vertical Clearance: 5.95m (19.52ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 16.2m (53.1ft)