Bridge Statistics for Jefferson, New Hampshire (NH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 72ft / 22.5mTotal length
- $40,846,000Total costs
- 17,324Total average daily traffic
- 1,258Total average daily truck traffic
- 25,632Total future (year 2042) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Jefferson
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11950-1959
- 21960-1969
- 41970-1979
- 31980-1989
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 8.3%Excellent
- 16.7%Very good
- 50.0%Good
- 16.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 8.3%Excellent
- 8.3%Very good
- 41.7%Good
- 25.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 8.3%Excellent
- 16.7%Very good
- 66.7%Good
- 8.3%Fair
- Bridge Condition - Channel
- 7.7%Very good
- 53.8%Good
- 23.1%Satisfactory
- 15.4%Fair
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Structure Number: 135004600178, Location: 0.4 MI E LANCASTER TL (Lat: 44.445025, Lng: -71.527956), Route carried "on" structure: US 2, Year Built: 1974, Year Reconstructed: 2016, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 2,374 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,513 (year 2042), Design Load: HS 20+Mod, Features Intersected: ISRAEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.573, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 135004600178, Location: 0.4 MI E LANCASTER TL (Lat: 44.445025, Lng: -71.527956), Route carried "on" structure: US 2, Year Built: 1974, Year Reconstructed: 2016, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 2,374 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,513 (year 2042), Design Load: HS 20+Mod, Features Intersected: ISRAEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.573, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 13500720013, Location: 1.2 MI SW JCT US 2 (Lat: 44.411844, Lng: -71.497675), Route carried "on" structure: State highway 116, Year Built: 1987, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 909 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,345 (year 2042), Design Load: HS 20+Mod, Features Intersected: ISRAEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.423, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), 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: 13500720013, Location: 1.2 MI SW JCT US 2 (Lat: 44.411844, Lng: -71.497675), Route carried "on" structure: State highway 116, Year Built: 1987, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 909 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,345 (year 2042), Design Load: HS 20+Mod, Features Intersected: ISRAEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.423, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), 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: 135008700096, Location: 2.4 MI SW JCT US 2 (Lat: 44.386933, Lng: -71.480108), Route carried "on" structure: State highway 115A, Year Built: 1973, Year Reconstructed: 2011, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 723 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,070 (year 2042), Design Load: HS 20, Features Intersected: ISRAEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.881, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 135008700096, Location: 2.4 MI SW JCT US 2 (Lat: 44.386933, Lng: -71.480108), Route carried "on" structure: State highway 115A, Year Built: 1973, Year Reconstructed: 2011, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 723 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,070 (year 2042), Design Load: HS 20, Features Intersected: ISRAEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.881, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 13500890009, Location: 3.6 MI FROM JCT RTE 2 (Lat: 44.385358, Lng: -71.480056), Route carried "on" structure: State highway 115A, Year Built: 1936, Year Reconstructed: 2015, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 866 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,281 (year 2042), Design Load: HL 93, Features Intersected: CHERRY MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.84m (2.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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
Structure Number: 13500890009, Location: 3.6 MI FROM JCT RTE 2 (Lat: 44.385358, Lng: -71.480056), Route carried "on" structure: State highway 115A, Year Built: 1936, Year Reconstructed: 2015, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 866 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,281 (year 2042), Design Load: HL 93, Features Intersected: CHERRY MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.84m (2.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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
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Structure Number: 135009100105, Location: 1.8 MI S JCT US 2 (Lat: 44.392447, Lng: -71.477300), Route carried "on" structure: State highway 115A, Year Built: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 723 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,070 (year 2042), Design Load: HS 20, Features Intersected: PRISCILLA BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.533, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 135009100105, Location: 1.8 MI S JCT US 2 (Lat: 44.392447, Lng: -71.477300), Route carried "on" structure: State highway 115A, Year Built: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 723 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,070 (year 2042), Design Load: HS 20, Features Intersected: PRISCILLA BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.533, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 135009200073, Location: 3.1 MI CARROLL TL (Lat: 44.372264, Lng: -71.474836), Route carried "on" structure: State highway 115A, Year Built: 1950, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 866 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,281 (year 2042), Design Load: H 15, Features Intersected: CHERRY MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.033, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 135009200073, Location: 3.1 MI CARROLL TL (Lat: 44.372264, Lng: -71.474836), Route carried "on" structure: State highway 115A, Year Built: 1950, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 866 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,281 (year 2042), Design Load: H 15, Features Intersected: CHERRY MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.033, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 135009900059, Location: 2.9 MI SW JCT US RT 2 (Lat: 44.364011, Lng: -71.470978), Route carried "on" structure: State highway 115, Year Built: 1984, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3,212 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,753 (year 2042), Design Load: HS 20+Mod, Features Intersected: CHERRY MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.710, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 135009900059, Location: 2.9 MI SW JCT US RT 2 (Lat: 44.364011, Lng: -71.470978), Route carried "on" structure: State highway 115, Year Built: 1984, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3,212 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,753 (year 2042), Design Load: HS 20+Mod, Features Intersected: CHERRY MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.710, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 135010100047, Location: .6 MI FR CARROL TL (Lat: 44.353439, Lng: -71.464086), Route carried "on" structure: Other road , Year Built: 1920, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 81 (year 2020), Average Future Daily Traffic: 119 (year 2042), Features Intersected: CHERRY MILL BROOK, Facility Carried by Structure: CHAMBERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 2.8m (9.2ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 135010100047, Location: .6 MI FR CARROL TL (Lat: 44.353439, Lng: -71.464086), Route carried "on" structure: Other road , Year Built: 1920, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 81 (year 2020), Average Future Daily Traffic: 119 (year 2042), Features Intersected: CHERRY MILL BROOK, Facility Carried by Structure: CHAMBERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 2.8m (9.2ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 135010500079, Location: 0.2 MI FR NH RTE 115 (Lat: 44.376508, Lng: -71.462450), Route carried "on" structure: Other road , Year Built: 1975, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 81 (year 2020), Average Future Daily Traffic: 119 (year 2042), Features Intersected: ISRAEL RIVER, Facility Carried by Structure: LARCOMB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.269, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 2.8m (9.2ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 135010500079, Location: 0.2 MI FR NH RTE 115 (Lat: 44.376508, Lng: -71.462450), Route carried "on" structure: Other road , Year Built: 1975, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 81 (year 2020), Average Future Daily Traffic: 119 (year 2042), Features Intersected: ISRAEL RIVER, Facility Carried by Structure: LARCOMB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.269, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 2.8m (9.2ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 135012700077, Location: 1.2 MI SW JCT US RTE 2 (Lat: 44.374017, Lng: -71.439469), Route carried "on" structure: State highway 115, Year Built: 1984, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 3,212 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,753 (year 2042), Design Load: HS 20+Mod, Features Intersected: ISRAEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.565, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 135012700077, Location: 1.2 MI SW JCT US RTE 2 (Lat: 44.374017, Lng: -71.439469), Route carried "on" structure: State highway 115, Year Built: 1984, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 3,212 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,753 (year 2042), Design Load: HS 20+Mod, Features Intersected: ISRAEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.565, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 135014300114, Location: 1 MI FROM US 2 WEST END (Lat: 44.403353, Lng: -71.423417), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 81 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 119 (year 2042), Design Load: HL 93, Features Intersected: PRISCILLA BROOK, Facility Carried by Structure: INGERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.769, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 135014300114, Location: 1 MI FROM US 2 WEST END (Lat: 44.403353, Lng: -71.423417), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 81 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 119 (year 2042), Design Load: HL 93, Features Intersected: PRISCILLA BROOK, Facility Carried by Structure: INGERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.769, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 135014600087, Location: 2.5 MI FROM RANDOLPH TL (Lat: 44.384722, Lng: -71.421764), Route carried "on" structure: US 2, Year Built: 1969, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,115 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,090 (year 2042), Design Load: HS 20, Features Intersected: STAG HOLLOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.504, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Out-to-Out Width: 36.9m (121.1ft)
Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable 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: May 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022)
Structure Number: 135014600087, Location: 2.5 MI FROM RANDOLPH TL (Lat: 44.384722, Lng: -71.421764), Route carried "on" structure: US 2, Year Built: 1969, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,115 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,090 (year 2042), Design Load: HS 20, Features Intersected: STAG HOLLOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.504, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Out-to-Out Width: 36.9m (121.1ft)
Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable 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: May 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: 135017100053, Location: 0.84 MI S JCT US 2 (Lat: 44.359106, Lng: -71.393944), Route carried "on" structure: State highway , Year Built: 1979, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 81 (year 2020), Average Future Daily Traffic: 119 (year 2042), Design Load: HS 20, Features Intersected: S BRANCH ISRAEL RIVER, Facility Carried by Structure: VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), 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: 135017100053, Location: 0.84 MI S JCT US 2 (Lat: 44.359106, Lng: -71.393944), Route carried "on" structure: State highway , Year Built: 1979, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 81 (year 2020), Average Future Daily Traffic: 119 (year 2042), Design Load: HS 20, Features Intersected: S BRANCH ISRAEL RIVER, Facility Carried by Structure: VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), 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