Bridge Statistics for Wells, Maine (ME)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1102,  Location: 1.4 MI SO TOWNLINE (Lat: 43.348361,  Lng: -70.559119),  Route carried "on" structure: State highway 1,  Year Built: 1981,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 6,169 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,637 (year 2036),  Design Load: H 20,  Features Intersected: B & M RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.065,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 53.8 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: 41.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1267,  Location: 1.3 MI NW RTE 1 (Lat: 43.370561,  Lng: -70.571961),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 500 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 800 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: BRANCH BROOK,  Facility Carried by Structure: HARRASEEKET RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 42.1 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: 32.4 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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 1318,  Location: 0.091 mi E of N Village R (Lat: 43.271631,  Lng: -70.618500),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 1,752 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,628 (year 2036),  Design Load: HL 93,  Features Intersected: I-95,  Facility Carried by Structure: TATNIC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 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: 43.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 1319,  Location: 0.776 mi E of Loop Rd (Lat: 43.297661,  Lng: -70.616000),  Route carried "on" structure: County highway 9,  Year Built: 1995,  Status: Open,  Structure Length: 5.77m (18.93ft),  Average Daily Traffic: 3,280 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,592 (year 2036),  Design Load: HL 93,  Features Intersected: I-95,  Facility Carried by Structure: LITTLEFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.221,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 7 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.8m (94.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.4 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: 33.4 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 1322,  Location: 0.422 mi W of SR 9&109 (Lat: 43.320981,  Lng: -70.609269),  Route carried "on" structure: Interstate 95,  Year Built: 1948,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 24,850 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,790 (year 2036),  Design Load: HL 93,  Features Intersected: B&MRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.159,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 45.4 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: 35.0 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 1323,  Location: 0.175 mi W of Spencer Dr (Lat: 43.322839,  Lng: -70.608261),  Route carried "on" structure: Interstate 95,  Year Built: 1993,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 24,850 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,790 (year 2036),  Design Load: HL 93,  Features Intersected: SANFORD RD/RTE 9 & 109
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.384,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 17.2m (56.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 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: 58.6 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 1324,  Location: 0.296 mi W of Spencer Dr (Lat: 43.324961,  Lng: -70.607069),  Route carried "on" structure: Interstate 95,  Year Built: 1948,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 24,850 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,790 (year 2036),  Design Load: HL 93,  Features Intersected: WELLS INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.642,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 19.6m (64.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 94.6 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: 72.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 1325,  Location: 0.084 mi SE of Lindsey Rd (Lat: 43.333711,  Lng: -70.602331),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 870 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,392 (year 2036),  Design Load: HL 93,  Features Intersected: I-95,  Facility Carried by Structure: BURNT MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.3m (112.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 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: 34.3 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 1326,  Location: 0.314 mi W Coles Hill Rd (Lat: 43.353111,  Lng: -70.591419),  Route carried "on" structure: Interstate 95,  Year Built: 1947,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 25,580 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,812 (year 2036),  Design Load: HL 93,  Features Intersected: MERRILAND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.022,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 97.2 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: 86.8 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: Better than present minimum criteria,  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: April 2021,  Underwater Inspection Date: June 2021

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Structure Number: 1327,  Location: 0.135 mi W of Ledgewood (Lat: 43.357250,  Lng: -70.589319),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 630 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,008 (year 2036),  Design Load: HL 93,  Features Intersected: I-95,  Facility Carried by Structure: COLES HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.8m (153.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 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: 35.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 1478,  Location: 0.439 mi W of SR9&109 (Lat: 43.320831,  Lng: -70.609611),  Route carried "on" structure: Interstate 95,  Year Built: 1948,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 24,900 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,860 (year 2036),  Design Load: HL 93,  Features Intersected: B&MRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 457.796,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 48.3 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: 37.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 1479,  Location: 0.193 mi W of Spencer Dr (Lat: 43.322889,  Lng: -70.608481),  Route carried "on" structure: Interstate 95,  Year Built: 1993,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 24,900 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,860 (year 2036),  Design Load: HL 93,  Features Intersected: SANFORD RD/RTE 9 & 109
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 457.554,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 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: 58.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 148,  Location: 0.305 mi W of Spencer Dr (Lat: 43.324989,  Lng: -70.607311),  Route carried "on" structure: Interstate 95,  Year Built: 1948,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 21,300 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,820 (year 2036),  Design Load: HL 93,  Features Intersected: WELLS INTER.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 457.297,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 93.6 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: 72.3 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 2126,  Location: 1.2 MI S TOWNLINE (Lat: 43.343619,  Lng: -70.562031),  Route carried "on" structure: State highway 1,  Year Built: 2018,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 8,910 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,800 (year 2038),  Design Load: HL 93,  Features Intersected: MERRILAND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.470,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.8 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: 48.3 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: 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,  Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other

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Structure Number: 2263,  Location: 2.3 MI NW I95 (Lat: 43.344639,  Lng: -70.643389),  Route carried "on" structure: State highway 109,  Year Built: 1967,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 9,131 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,783 (year 2036),  Design Load: H 20,  Features Intersected: MERRILAND R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.099,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 33.4 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: 25.6 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 2693,  Location: KENN-WELLS TOWNLINE (Lat: 43.360319,  Lng: -70.559031),  Route carried "on" structure: State highway 1,  Year Built: 2016,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 6,153 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,614 (year 2036),  Design Load: Greater than HL93,  Features Intersected: BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.385,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 82.3 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: 53.5 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3175,  Location: 0.5 MI E JCT US1 (Lat: 43.304019,  Lng: -70.576231),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 6,652 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,313 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: WEBHANNET RIVER,  Facility Carried by Structure: MILE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 34.3 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: High priority of replacement,  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: March 2021,  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: 32,  Location: 1.3 MI W JCT 1 (Lat: 43.321639,  Lng: -70.603039),  Route carried "on" structure: State highway 9,  Year Built: 1988,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 15,290 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,406 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: B & M RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.800,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.9 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: 28.5 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3765,  Location: .5 MI E JCT US1 (Lat: 43.273681,  Lng: -70.586750),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 1,373 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,060 (year 2036),  Design Load: Greater than HL93,  Features Intersected: OGUNQUIT RIVER,  Facility Carried by Structure: TW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.5 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: 59.0 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3771,  Location: 0.2 MI SW OF JCT RTE 9 (Lat: 43.345000,  Lng: -70.552989),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 114 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 182 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: MERRILAND RIVER,  Facility Carried by Structure: TW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 43.1 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: 33.0 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: 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,  Inspection Date: March 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3844,  Location: 2 MI N JCT 109 (Lat: 43.359619,  Lng: -70.608689),  Route carried "on" structure: Alternate County highway 9,  Year Built: 1948,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 2,460 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,444 (year 2036),  Design Load: H 15,  Features Intersected: MERRILAND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.925,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: 36.6 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5337,  Location: .1 MI N JCT 9 (Lat: 43.345619,  Lng: -70.561531),  Year Built: 1920,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Future Daily Traffic: 444 (year 2034),  Design Load: Railroad,  Features Intersected: TOWN WAY OLD ROUTE 1
Lanes under structure: 2,  Owner: Railroad,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Substructure: Poor,  Structural Evaluation: Meets minimum limits,  Underclear: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 5338,  Location: 1.8 MI SW OF JCT RTE 109 (Lat: 43.315811,  Lng: -70.651411),  Route carried "on" structure: State highway 9,  Year Built: 1953,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 8,130 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,382 (year 2036),  Design Load: H 20,  Features Intersected: B&M RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.181,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  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: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 33.4 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: 25.6 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: High priority of corrective action,  Underclear: High priority of corrective action,  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: 6122,  Location: 1.7 MI W JCT US1 (Lat: 43.264919,  Lng: -70.623719),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 590 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 944 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: OGUNQUIT RIVER,  Facility Carried by Structure: CAPTAIN THOMAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.2 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: 38.6 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: 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: December 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous