Bridge Statistics for Enfield, Maine (ME)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 46ft / 14mTotal length
- 39,115Total average daily traffic
- 1,952Total average daily truck traffic
- 54,831Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Enfield
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11940-1949
- 21960-1969
- 21970-1979
- 31980-1989
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- 12010-2018
- Bridge Condition - Deck
- 14.3%Excellent
- 28.6%Very good
- 14.3%Good
- 42.9%Satisfactory
- Bridge Condition - Superstructure
- 12.5%Excellent
- 12.5%Very good
- 37.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 12.5%Very good
- 50.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 12.5%Excellent
- 25.0%Very good
- 25.0%Good
- 12.5%Satisfactory
- 25.0%Poor
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Structure Number: 202, Location: 50 FEET S'LY OF RTE 1 (Lat: 43.910261, Lng: -70.014450), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.14m (0.46ft), Average Daily Traffic: 2,530 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,542 (year 2036), Design Load: HS 25 or greater, Features Intersected: MAINE CENTRAL RR, Facility Carried by Structure: HILLSIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.188, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), 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: 1.3m (4.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.6 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: 46.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 202, Location: 50 FEET S'LY OF RTE 1 (Lat: 43.910261, Lng: -70.014450), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.14m (0.46ft), Average Daily Traffic: 2,530 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,542 (year 2036), Design Load: HS 25 or greater, Features Intersected: MAINE CENTRAL RR, Facility Carried by Structure: HILLSIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.188, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), 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: 1.3m (4.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.6 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: 46.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 855, Location: 1.2 MI W RT 16 ON INV 540 (Lat: 45.100619, Lng: -68.831000), Route carried "on" structure: City street , Year Built: 1982, Year Reconstructed: 2009, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 103 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 165 (year 2036), Features Intersected: DEAD STREAM, Facility Carried by Structure: S LAGRANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.599, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 3.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 855, Location: 1.2 MI W RT 16 ON INV 540 (Lat: 45.100619, Lng: -68.831000), Route carried "on" structure: City street , Year Built: 1982, Year Reconstructed: 2009, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 103 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 165 (year 2036), Features Intersected: DEAD STREAM, Facility Carried by Structure: S LAGRANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.599, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 3.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 1046, Location: 3 MI W RT 234 (Lat: 44.874831, Lng: -69.981439), Route carried "on" structure: City street , Year Built: 1912, Year Reconstructed: 2017, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 73 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 117 (year 2036), Design Load: H 15, Features Intersected: BIG BRK, Facility Carried by Structure: CARRABASSETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.393, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 49.0m (160.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 0.6m (2.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Poor, Operating Rating: 28.8 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: 22.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1046, Location: 3 MI W RT 234 (Lat: 44.874831, Lng: -69.981439), Route carried "on" structure: City street , Year Built: 1912, Year Reconstructed: 2017, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 73 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 117 (year 2036), Design Load: H 15, Features Intersected: BIG BRK, Facility Carried by Structure: CARRABASSETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.393, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 49.0m (160.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 0.6m (2.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Poor, Operating Rating: 28.8 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: 22.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1132, Location: .1 MI W JCT 1A (Lat: 44.590983, Lng: -70.324517), Route carried "under" structure: City street , Structure Length: 0. m, Average Daily Traffic: 45 (year 2014), Truck Traffic: 5%, Features Intersected: BANGOR & AROOSTOOK, Facility Carried by Structure: MOUNT WALDO RD
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.161, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1132, Location: .1 MI W JCT 1A (Lat: 44.590983, Lng: -70.324517), Route carried "under" structure: City street , Structure Length: 0. m, Average Daily Traffic: 45 (year 2014), Truck Traffic: 5%, Features Intersected: BANGOR & AROOSTOOK, Facility Carried by Structure: MOUNT WALDO RD
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.161, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 1262, Location: 2.6 MI E RTE 4 (Lat: 43.426989, Lng: -70.685831), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,100 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,940 (year 2036), Design Load: H 20, Features Intersected: MOUSAM RIVER, Facility Carried by Structure: STATE AID 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.158, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.2 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: 57.3 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1262, Location: 2.6 MI E RTE 4 (Lat: 43.426989, Lng: -70.685831), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,100 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,940 (year 2036), Design Load: H 20, Features Intersected: MOUSAM RIVER, Facility Carried by Structure: STATE AID 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.158, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.2 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: 57.3 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1482, Location: 0.427 mi E of Downing Rd (Lat: 43.429931, Lng: -70.547650), Route carried "on" structure: Interstate 95, Year Built: 1948, Year Reconstructed: 2002, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 27,380 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 38,332 (year 2036), Design Load: HL 93, Features Intersected: KENNEBUNK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.444, Lanes on structure: 3, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 161.0m (528.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2017, Underwater Inspection Date: May 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1482, Location: 0.427 mi E of Downing Rd (Lat: 43.429931, Lng: -70.547650), Route carried "on" structure: Interstate 95, Year Built: 1948, Year Reconstructed: 2002, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 27,380 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 38,332 (year 2036), Design Load: HL 93, Features Intersected: KENNEBUNK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.444, Lanes on structure: 3, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 161.0m (528.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2017, Underwater Inspection Date: May 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2027, Location: 50 FT N OF JCT RTE 16 (Lat: 45.062531, Lng: -69.882619), Route carried "on" structure: State highway 201, Year Built: 1969, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 3,290 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 4,606 (year 2036), Design Load: HS 20, Features Intersected: AUSTIN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.235, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 4.6 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: 6.2 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: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2027, Location: 50 FT N OF JCT RTE 16 (Lat: 45.062531, Lng: -69.882619), Route carried "on" structure: State highway 201, Year Built: 1969, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 3,290 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 4,606 (year 2036), Design Load: HS 20, Features Intersected: AUSTIN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.235, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 4.6 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: 6.2 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: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2076, Location: 4.2 MI N OF GARLAND (Lat: 45.150411, Lng: -69.236361), Route carried "on" structure: State highway 7, Year Built: 1976, Status: Open, Structure Length: 0.11m (0.36ft), Average Daily Traffic: 3,106 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 4,348 (year 2036), Design Load: HS 20, Features Intersected: BLACK STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.736, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Material/Design: Concrete, Design/Construction: Slab, 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: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 44.7 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: 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 minimum criteria, Deck Geometry: 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: January 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2076, Location: 4.2 MI N OF GARLAND (Lat: 45.150411, Lng: -69.236361), Route carried "on" structure: State highway 7, Year Built: 1976, Status: Open, Structure Length: 0.11m (0.36ft), Average Daily Traffic: 3,106 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 4,348 (year 2036), Design Load: HS 20, Features Intersected: BLACK STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.736, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Material/Design: Concrete, Design/Construction: Slab, 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: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 44.7 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: 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 minimum criteria, Deck Geometry: 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: January 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5261, Location: 1.5 MI NW JCT OF RTE US1 (Lat: 44.450011, Lng: -69.027689), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 333 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 533 (year 2036), Features Intersected: WESCOT STREAM, Facility Carried by Structure: KALER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Navigation Control: Yes ( Vertical Clearance: 27.0m (88.6ft), Horizontal Clearance: 61.0m (200.1ft)), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2017
Structure Number: 5261, Location: 1.5 MI NW JCT OF RTE US1 (Lat: 44.450011, Lng: -69.027689), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 333 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 533 (year 2036), Features Intersected: WESCOT STREAM, Facility Carried by Structure: KALER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Navigation Control: Yes ( Vertical Clearance: 27.0m (88.6ft), Horizontal Clearance: 61.0m (200.1ft)), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2017
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Structure Number: 5919, Location: 0.1 MI W OF ANDOVER TL (Lat: 44.641411, Lng: -70.855889), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 155 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 248 (year 2036), Design Load: H 20, Features Intersected: FRYE BROOK, Facility Carried by Structure: S.A.1 (UPTON ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.079, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 76.0m (249.3ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, 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: 7.6m (24.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.6 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: 45.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5919, Location: 0.1 MI W OF ANDOVER TL (Lat: 44.641411, Lng: -70.855889), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 155 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 248 (year 2036), Design Load: H 20, Features Intersected: FRYE BROOK, Facility Carried by Structure: S.A.1 (UPTON ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.079, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 76.0m (249.3ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, 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: 7.6m (24.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.6 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: 45.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete