Bridge Statistics for Bow, New Hampshire (NH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 151ft / 45.6mTotal length
- $40,846,000Total costs
- 367,835Total average daily traffic
- 19,919Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bow
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 71950-1959
- 41970-1979
- 21980-1989
- 12000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 8.3%Excellent
- 33.3%Very good
- 25.0%Good
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Superstructure
- 8.3%Excellent
- 33.3%Very good
- 33.3%Good
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 8.3%Excellent
- 16.7%Very good
- 66.7%Good
- 8.3%Fair
- Bridge Condition - Channel
- 66.7%Very good
- 22.2%Good
- 11.1%Satisfactory
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Structure Number: 2700520014, Location: 0.1 MI FROM DUNBARTON TL (Lat: 43.154069, Lng: -71.611603), Route carried "on" structure: State highway 13, Year Built: 1940, Year Reconstructed: 2014, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,769 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,018 (year 2042), Design Load: H 15, Features Intersected: WEST BRANCH BELA BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.181, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 2700520014, Location: 0.1 MI FROM DUNBARTON TL (Lat: 43.154069, Lng: -71.611603), Route carried "on" structure: State highway 13, Year Built: 1940, Year Reconstructed: 2014, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,769 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,018 (year 2042), Design Load: H 15, Features Intersected: WEST BRANCH BELA BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.181, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
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Structure Number: 27009200136, Location: 1.25 MI SE JCT NH 13 (Lat: 43.151533, Lng: -71.573083), Route carried "on" structure: Other road , Year Built: 2018, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 406 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 600 (year 2042), Design Load: HL 93, Features Intersected: WHITE BROOK, Facility Carried by Structure: BIRCHDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.649, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27009200136, Location: 1.25 MI SE JCT NH 13 (Lat: 43.151533, Lng: -71.573083), Route carried "on" structure: Other road , Year Built: 2018, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 406 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 600 (year 2042), Design Load: HL 93, Features Intersected: WHITE BROOK, Facility Carried by Structure: BIRCHDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.649, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27013000161, Location: BOW INTERCHANGE (Lat: 43.169556, Lng: -71.534636), Route carried "on" structure: Ramp Other road 89, Year Built: 1959, Year Reconstructed: 1980, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 4,052 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,996 (year 2042), Design Load: HS 20+Mod, Features Intersected: TURKEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 27013000161, Location: BOW INTERCHANGE (Lat: 43.169556, Lng: -71.534636), Route carried "on" structure: Ramp Other road 89, Year Built: 1959, Year Reconstructed: 1980, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 4,052 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,996 (year 2042), Design Load: HS 20+Mod, Features Intersected: TURKEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 2701320016, Location: BOW INTERCHANGE (Lat: 43.168797, Lng: -71.533972), Route carried "on" structure: Interstate 89, Year Built: 1959, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 41,631 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 61,613 (year 2042), Design Load: HS 20, Features Intersected: SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.359, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2701320016, Location: BOW INTERCHANGE (Lat: 43.168797, Lng: -71.533972), Route carried "on" structure: Interstate 89, Year Built: 1959, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 41,631 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 61,613 (year 2042), Design Load: HS 20, Features Intersected: SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.359, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 27013500158, Location: BOW INTERCHANGE (Lat: 43.170369, Lng: -71.530300), Route carried "on" structure: Interstate 93, Year Built: 2014, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 30,771 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 45,541 (year 2042), Design Load: HL 93, Features Intersected: I-89,TURKEY RIVER, PED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 83.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.02m (26.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27013500158, Location: BOW INTERCHANGE (Lat: 43.170369, Lng: -71.530300), Route carried "on" structure: Interstate 93, Year Built: 2014, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 30,771 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 45,541 (year 2042), Design Load: HL 93, Features Intersected: I-89,TURKEY RIVER, PED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 83.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.02m (26.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27013500161, Location: BOW INTERCHANGE (Lat: 43.171111, Lng: -71.529069), Route carried "on" structure: Ramp Other road 89, Year Built: 1959, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 17,617 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 26,073 (year 2042), Design Load: HS 20, Features Intersected: TURKEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.356, Lanes on structure: 3, 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: 4.1m (13.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 27013500161, Location: BOW INTERCHANGE (Lat: 43.171111, Lng: -71.529069), Route carried "on" structure: Ramp Other road 89, Year Built: 1959, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 17,617 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 26,073 (year 2042), Design Load: HS 20, Features Intersected: TURKEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.356, Lanes on structure: 3, 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: 4.1m (13.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 27013500162, Location: BOW INTERCHANGE (Lat: 43.170358, Lng: -71.531586), Route carried "on" structure: Ramp Other road 89, Year Built: 1987, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 8,786 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 13,003 (year 2042), Design Load: HS 25 or greater, Features Intersected: TURKEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.343, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27013500162, Location: BOW INTERCHANGE (Lat: 43.170358, Lng: -71.531586), Route carried "on" structure: Ramp Other road 89, Year Built: 1987, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 8,786 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 13,003 (year 2042), Design Load: HS 25 or greater, Features Intersected: TURKEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.343, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27013600155, Location: 0.4 MI JCT I-89 (Lat: 43.166028, Lng: -71.524197), Route carried "on" structure: Other road , Year Built: 1978, Year Reconstructed: 2007, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 994 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,471 (year 2042), Design Load: HS 20+Mod, Features Intersected: I-93,FEE TPK, Facility Carried by Structure: GRANDVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.172, Lanes on structure: 2, Lanes under structure: 7, Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.9m (167.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.09m (33.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 27013600155, Location: 0.4 MI JCT I-89 (Lat: 43.166028, Lng: -71.524197), Route carried "on" structure: Other road , Year Built: 1978, Year Reconstructed: 2007, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 994 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,471 (year 2042), Design Load: HS 20+Mod, Features Intersected: I-93,FEE TPK, Facility Carried by Structure: GRANDVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.172, Lanes on structure: 2, Lanes under structure: 7, Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.9m (167.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.09m (33.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 27013600158, Location: BOW INTERCHANGE. (Lat: 43.170514, Lng: -71.530147), Route carried "on" structure: Interstate 93, Year Built: 2014, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 30,106 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 44,556 (year 2042), Design Load: HL 93, Features Intersected: I-89,TURKEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.715, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 83.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.02m (26.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27013600158, Location: BOW INTERCHANGE. (Lat: 43.170514, Lng: -71.530147), Route carried "on" structure: Interstate 93, Year Built: 2014, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 30,106 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 44,556 (year 2042), Design Load: HL 93, Features Intersected: I-89,TURKEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.715, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 83.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.02m (26.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27013600161, Location: AT BOW INTERCHANGE (Lat: 43.170656, Lng: -71.529911), Route carried "on" structure: Ramp Other road 93, Year Built: 1978, Year Reconstructed: 2002, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 19,023 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 28,154 (year 2042), Design Load: HS 25 or greater, Features Intersected: I-89,TURKEY RIVER, PED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27013600161, Location: AT BOW INTERCHANGE (Lat: 43.170656, Lng: -71.529911), Route carried "on" structure: Ramp Other road 93, Year Built: 1978, Year Reconstructed: 2002, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 19,023 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 28,154 (year 2042), Design Load: HS 25 or greater, Features Intersected: I-89,TURKEY RIVER, PED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2701680012, Location: 2.6 MI JCT RT 89 (Lat: 43.143125, Lng: -71.498219), Route carried "on" structure: Interstate 93, Year Built: 1957, Year Reconstructed: 1978, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 64,791 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 95,890 (year 2042), Design Load: HS 20, Features Intersected: ROBINSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.639, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 35.4m (116.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 44.2m (145.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 2701680012, Location: 2.6 MI JCT RT 89 (Lat: 43.143125, Lng: -71.498219), Route carried "on" structure: Interstate 93, Year Built: 1957, Year Reconstructed: 1978, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 64,791 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 95,890 (year 2042), Design Load: HS 20, Features Intersected: ROBINSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.639, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 35.4m (116.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 44.2m (145.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 27018200113, Location: 0.16 MI FROM RTE 3-A (Lat: 43.136458, Lng: -71.484861), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,024 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,995 (year 2042), Features Intersected: BOW BOG BROOK, Facility Carried by Structure: DUNKLEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.908, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022)
Structure Number: 27018200113, Location: 0.16 MI FROM RTE 3-A (Lat: 43.136458, Lng: -71.484861), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,024 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,995 (year 2042), Features Intersected: BOW BOG BROOK, Facility Carried by Structure: DUNKLEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.908, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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 2021, 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: 27019400115, Location: 1.4 MI FROM HOOKSETT TL (Lat: 43.138172, Lng: -71.472631), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 565 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 836 (year 2042), Design Load: HS 25 or greater, Features Intersected: PAR, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.845, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), 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: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27019400115, Location: 1.4 MI FROM HOOKSETT TL (Lat: 43.138172, Lng: -71.472631), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 565 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 836 (year 2042), Design Load: HS 25 or greater, Features Intersected: PAR, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.845, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), 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: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2701320016, Location: BOW INTERCHANGE (Lat: 43.168797, Lng: -71.533972), Route carried "under" structure: City street , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2013), Truck Traffic: 1%, Features Intersected: SOUTH STREET, Facility Carried by Structure: I-89
Minimum Vertical Clearance: 4.46m (14.63ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: 2701320016, Location: BOW INTERCHANGE (Lat: 43.168797, Lng: -71.533972), Route carried "under" structure: City street , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2013), Truck Traffic: 1%, Features Intersected: SOUTH STREET, Facility Carried by Structure: I-89
Minimum Vertical Clearance: 4.46m (14.63ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 15.5m (50.9ft)
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Structure Number: 27013500158, Location: BOW INTERCHANGE (Lat: 43.170369, Lng: -71.530300), Route carried "under" structure: Interstate 89, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 21,300 (year 2013), Truck Traffic: 6%, Features Intersected: I-89,TURKEY RIVER, PED, Facility Carried by Structure: I-93,FEE TPK SB
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 27013500158, Location: BOW INTERCHANGE (Lat: 43.170369, Lng: -71.530300), Route carried "under" structure: Interstate 89, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 21,300 (year 2013), Truck Traffic: 6%, Features Intersected: I-89,TURKEY RIVER, PED, Facility Carried by Structure: I-93,FEE TPK SB
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: 27013600155, Location: 0.4 MI JCT I-89 (Lat: 43.166028, Lng: -71.524197), Route carried "under" structure: Interstate 93, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 69,000 (year 2014), Truck Traffic: 6%, Features Intersected: I-93,FEE TPK, Facility Carried by Structure: GRANDVIEW ROAD
Minimum Vertical Clearance: 5.68m (18.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.9m (167.0ft)
Structure Number: 27013600155, Location: 0.4 MI JCT I-89 (Lat: 43.166028, Lng: -71.524197), Route carried "under" structure: Interstate 93, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 69,000 (year 2014), Truck Traffic: 6%, Features Intersected: I-93,FEE TPK, Facility Carried by Structure: GRANDVIEW ROAD
Minimum Vertical Clearance: 5.68m (18.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.9m (167.0ft)
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Structure Number: 27013600158, Location: BOW INTERCHANGE. (Lat: 43.170514, Lng: -71.530147), Route carried "under" structure: Interstate 89, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 21,300 (year 2013), Truck Traffic: 1%, Features Intersected: I-89,TURKEY RIVER, Facility Carried by Structure: I-93,FEE TPK NB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 27013600158, Location: BOW INTERCHANGE. (Lat: 43.170514, Lng: -71.530147), Route carried "under" structure: Interstate 89, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 21,300 (year 2013), Truck Traffic: 1%, Features Intersected: I-89,TURKEY RIVER, Facility Carried by Structure: I-93,FEE TPK NB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: 27013600161, Location: AT BOW INTERCHANGE (Lat: 43.170656, Lng: -71.529911), Route carried "under" structure: Ramp Interstate 89, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 21,300 (year 2013), Truck Traffic: 6%, Features Intersected: I-89,TURKEY RIVER, PED, Facility Carried by Structure: I-93 NB C-D ROAD
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 27013600161, Location: AT BOW INTERCHANGE (Lat: 43.170656, Lng: -71.529911), Route carried "under" structure: Ramp Interstate 89, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 21,300 (year 2013), Truck Traffic: 6%, Features Intersected: I-89,TURKEY RIVER, PED, Facility Carried by Structure: I-93 NB C-D ROAD
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: 27015800137, Location: 1.7 MI JCT I-89 (Lat: 43.154061, Lng: -71.507103), Route carried "under" structure: City street , Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 200 (year 2014), Features Intersected: DOW ROAD, Facility Carried by Structure: I-93,FEE TPK
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 9.1m (29.9ft)
Structure Number: 27015800137, Location: 1.7 MI JCT I-89 (Lat: 43.154061, Lng: -71.507103), Route carried "under" structure: City street , Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 200 (year 2014), Features Intersected: DOW ROAD, Facility Carried by Structure: I-93,FEE TPK
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 9.1m (29.9ft)
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Structure Number: 2701680012, Location: 2.6 MI JCT RT 89 (Lat: 43.143125, Lng: -71.498219), Route carried "under" structure: City street , Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 200 (year 2013), Features Intersected: ROBINSON ROAD, Facility Carried by Structure: I-93,FEE TPK
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 9.1m (29.9ft)
Structure Number: 2701680012, Location: 2.6 MI JCT RT 89 (Lat: 43.143125, Lng: -71.498219), Route carried "under" structure: City street , Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 200 (year 2013), Features Intersected: ROBINSON ROAD, Facility Carried by Structure: I-93,FEE TPK
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 9.1m (29.9ft)