Bridge Statistics for Turner, Maine (ME)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 157ft / 47.8mTotal length
- 64,449Total average daily traffic
- 3,215Total average daily truck traffic
- 89,069Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Turner
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21930-1939
- 11940-1949
- 11950-1959
- 41970-1979
- 11980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 9.1%Very good
- 36.4%Good
- 18.2%Satisfactory
- 18.2%Fair
- 18.2%Poor
- Bridge Condition - Superstructure
- 36.4%Very good
- 18.2%Good
- 36.4%Satisfactory
- 9.1%Poor
- Bridge Condition - Substructure
- 27.3%Very good
- 9.1%Good
- 45.5%Satisfactory
- 9.1%Poor
- 9.1%Serious
- Bridge Condition - Channel
- 6.3%Excellent
- 37.5%Good
- 37.5%Satisfactory
- 6.3%Fair
- 12.5%Poor
- Bridge Condition - Culverts
- 20.0%Excellent
- 20.0%Satisfactory
- 20.0%Fair
- 40.0%Poor
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Location: 0.1 MI E RT 4 (Lat: 37.001225, Lng: -751.235281), Route carried "under" structure: 71500, Year Built: 3030, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,000 (year 0056), Truck Traffic: 5%, Average Future Daily Traffic: 902 (year 2036), Design Load: H 20, Features Intersected: 77800MARTIN STREAM, Facility Carried by Structure: TIDSWELL RD
Lanes on structure: 92, Lanes under structure: 2, Toll: On toll road, Approaching Roadway Width: 201.60m (661.42ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2021
Location: 0.1 MI E RT 4 (Lat: 37.001225, Lng: -751.235281), Route carried "under" structure: 71500, Year Built: 3030, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,000 (year 0056), Truck Traffic: 5%, Average Future Daily Traffic: 902 (year 2036), Design Load: H 20, Features Intersected: 77800MARTIN STREAM, Facility Carried by Structure: TIDSWELL RD
Lanes on structure: 92, Lanes under structure: 2, Toll: On toll road, Approaching Roadway Width: 201.60m (661.42ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2021
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Structure Number: 1037, Location: 0.1 MI S RTE 117 (Lat: 44.255519, Lng: -70.259139), Route carried "on" structure: State highway 4, Year Built: 1988, Status: Open, Structure Length: 4.14m (13.58ft), Average Daily Traffic: 13,856 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 19,398 (year 2036), Design Load: HS 25 or greater, Features Intersected: NEZINSCOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.337, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1037, Location: 0.1 MI S RTE 117 (Lat: 44.255519, Lng: -70.259139), Route carried "on" structure: State highway 4, Year Built: 1988, Status: Open, Structure Length: 4.14m (13.58ft), Average Daily Traffic: 13,856 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 19,398 (year 2036), Design Load: HS 25 or greater, Features Intersected: NEZINSCOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.337, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1405, Location: 1.3 MI N OF RTE 158 OP (Lat: 45.891381, Lng: -68.403181), Route carried "on" structure: State highway 95, Year Built: 1978, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 2,460 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,444 (year 2036), Design Load: HS 20+Mod, Features Intersected: MOLUNKUS STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.263, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 1405, Location: 1.3 MI N OF RTE 158 OP (Lat: 45.891381, Lng: -68.403181), Route carried "on" structure: State highway 95, Year Built: 1978, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 2,460 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,444 (year 2036), Design Load: HS 20+Mod, Features Intersected: MOLUNKUS STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.263, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 1474, Location: AT JCT ROUTE 108 (Lat: 44.342381, Lng: -70.188689), Route carried "on" structure: State highway 219, Year Built: 2008, Status: Open, Structure Length: 11.21m (36.78ft), Average Daily Traffic: 3,461 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 4,845 (year 2036), Design Load: HS 25 or greater, Features Intersected: WEST CHANN ANDROSCOGGIN
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 47.299, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.0m (137.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1474, Location: AT JCT ROUTE 108 (Lat: 44.342381, Lng: -70.188689), Route carried "on" structure: State highway 219, Year Built: 2008, Status: Open, Structure Length: 11.21m (36.78ft), Average Daily Traffic: 3,461 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 4,845 (year 2036), Design Load: HS 25 or greater, Features Intersected: WEST CHANN ANDROSCOGGIN
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 47.299, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.0m (137.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2102, Location: 0.1 MI S'LY JCT RTE 156 (Lat: 44.615519, Lng: -70.263111), Route carried "on" structure: City street , Year Built: 1928, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 173 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 277 (year 2036), Design Load: HS 15, Features Intersected: WILSON (COOS) STREAM, Facility Carried by Structure: POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Poor, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2102, Location: 0.1 MI S'LY JCT RTE 156 (Lat: 44.615519, Lng: -70.263111), Route carried "on" structure: City street , Year Built: 1928, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 173 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 277 (year 2036), Design Load: HS 15, Features Intersected: WILSON (COOS) STREAM, Facility Carried by Structure: POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Poor, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2152, Location: 2.0 MI W'LY OF ROUTE 4 (Lat: 44.259811, Lng: -70.291650), Route carried "on" structure: State highway 117, Year Built: 1938, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 4,835 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,769 (year 2036), Design Load: H 15, Features Intersected: MARTIN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.235, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2152, Location: 2.0 MI W'LY OF ROUTE 4 (Lat: 44.259811, Lng: -70.291650), Route carried "on" structure: State highway 117, Year Built: 1938, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 4,835 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,769 (year 2036), Design Load: H 15, Features Intersected: MARTIN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.235, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2518, Location: 2.5 MI N OF JCT RTE 117 (Lat: 44.290011, Lng: -70.270989), Route carried "on" structure: State highway 4, Year Built: 1991, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 12,535 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 17,549 (year 2036), Design Load: HS 25 or greater, Features Intersected: MARTIN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.473, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other Coated Reinforcing
Structure Number: 2518, Location: 2.5 MI N OF JCT RTE 117 (Lat: 44.290011, Lng: -70.270989), Route carried "on" structure: State highway 4, Year Built: 1991, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 12,535 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 17,549 (year 2036), Design Load: HS 25 or greater, Features Intersected: MARTIN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.473, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other Coated Reinforcing
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Structure Number: 2619, Location: 2.5 MI NE'LY JCT RTE 4 (Lat: 44.273839, Lng: -70.219211), Route carried "on" structure: County highway 117, Year Built: 2018, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 3,536 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 4,950 (year 2036), Design Load: HL 93, Features Intersected: NEZINSCOT RIVER, Facility Carried by Structure: N. PARISH RD RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.430, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.0m (187.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2619, Location: 2.5 MI NE'LY JCT RTE 4 (Lat: 44.273839, Lng: -70.219211), Route carried "on" structure: County highway 117, Year Built: 2018, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 3,536 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 4,950 (year 2036), Design Load: HL 93, Features Intersected: NEZINSCOT RIVER, Facility Carried by Structure: N. PARISH RD RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.430, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.0m (187.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2622, Location: 0.4 MI N JCT RTE 4 (Lat: 44.340150, Lng: -70.253950), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1963, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,193 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,790 (year 2036), Design Load: H 20, Features Intersected: MARTIN STREAM, Facility Carried by Structure: MILL HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2622, Location: 0.4 MI N JCT RTE 4 (Lat: 44.340150, Lng: -70.253950), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1963, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,193 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,790 (year 2036), Design Load: H 20, Features Intersected: MARTIN STREAM, Facility Carried by Structure: MILL HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2874, Location: 50 FT S OF JCT RTE 117 (Lat: 44.256081, Lng: -70.256189), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 1,312 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,968 (year 2036), Design Load: HS 25 or greater, Features Intersected: NEZINSCOT RIVER, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 1.448, 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: 45.4m (149.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2874, Location: 50 FT S OF JCT RTE 117 (Lat: 44.256081, Lng: -70.256189), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 1,312 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,968 (year 2036), Design Load: HS 25 or greater, Features Intersected: NEZINSCOT RIVER, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 1.448, 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: 45.4m (149.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 348, Location: 0.1 MI S OF JCT RTE 219 (Lat: 44.341611, Lng: -70.256031), Route carried "on" structure: State highway 4, Year Built: 1970, Year Reconstructed: 1991, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 9,883 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 13,836 (year 2036), Design Load: H 20, Features Intersected: MARTIN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.428, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 348, Location: 0.1 MI S OF JCT RTE 219 (Lat: 44.341611, Lng: -70.256031), Route carried "on" structure: State highway 4, Year Built: 1970, Year Reconstructed: 1991, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 9,883 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 13,836 (year 2036), Design Load: H 20, Features Intersected: MARTIN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.428, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 3886, Location: 1.8 MI NE'LY JCT RTE 4 (Lat: 44.270181, Lng: -70.229350), Route carried "on" structure: County highway 117, Year Built: 1947, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 2,801 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,921 (year 2036), Design Load: H 15, Features Intersected: NEZINSCOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.318, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 18.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3886, Location: 1.8 MI NE'LY JCT RTE 4 (Lat: 44.270181, Lng: -70.229350), Route carried "on" structure: County highway 117, Year Built: 1947, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 2,801 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,921 (year 2036), Design Load: H 15, Features Intersected: NEZINSCOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.318, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 18.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 509, Location: 0.5 MI NE OF JCT TL. (Lat: 44.219139, Lng: -70.647081), Route carried "on" structure: State highway 118, Year Built: 1924, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,156 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 4,418 (year 2036), Design Load: HS 25 or greater, Features Intersected: Meadow Brook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.201, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 509, Location: 0.5 MI NE OF JCT TL. (Lat: 44.219139, Lng: -70.647081), Route carried "on" structure: State highway 118, Year Built: 1924, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,156 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 4,418 (year 2036), Design Load: HS 25 or greater, Features Intersected: Meadow Brook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.201, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 511, Location: 2 MI N #155 (Lat: 45.259969, Lng: -68.668611), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 584 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 934 (year 2036), Design Load: H 15, Features Intersected: MILE BROOK, Facility Carried by Structure: RTE 116
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.5m (21.3ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: August 2021
Structure Number: 511, Location: 2 MI N #155 (Lat: 45.259969, Lng: -68.668611), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 584 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 934 (year 2036), Design Load: H 15, Features Intersected: MILE BROOK, Facility Carried by Structure: RTE 116
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.5m (21.3ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: August 2021
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Structure Number: 5441, Location: 0.1 MI W OF JCT RTE 4 (Lat: 44.343450, Lng: -70.258111), Route carried "on" structure: County highway 219, Year Built: 1952, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,949 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,924 (year 2036), Design Load: H 20, Features Intersected: MARTIN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.974, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Fair, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 5441, Location: 0.1 MI W OF JCT RTE 4 (Lat: 44.343450, Lng: -70.258111), Route carried "on" structure: County highway 219, Year Built: 1952, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,949 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,924 (year 2036), Design Load: H 20, Features Intersected: MARTIN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.974, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Fair, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 6234, Location: 0.2 MI S JCT 117 (Lat: 44.254981, Lng: -70.301450), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 715 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,144 (year 2036), Design Load: H 20, Features Intersected: NEZINSCOT RIVER, Facility Carried by Structure: EAST HEBRON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6234, Location: 0.2 MI S JCT 117 (Lat: 44.254981, Lng: -70.301450), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 715 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,144 (year 2036), Design Load: H 20, Features Intersected: NEZINSCOT RIVER, Facility Carried by Structure: EAST HEBRON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete