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

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Structure Number: 1427,  Location: 0.8 MI N JCT RTE 15 (Lat: 44.824131,  Lng: -68.758811),  Route carried "on" structure: State highway 95,  Year Built: 1960,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 25,150 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,210 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: STILLWATER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 190.596,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.9m (91.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.5 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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1428,  Location: INTERCHANGE 182 (Lat: 44.786989,  Lng: -68.808469),  Route carried "on" structure: State highway 95,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 23,160 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,424 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: INDUSTRIAL SPUR (I-395)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 196.774,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.4 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: 24.9 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other

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Structure Number: 1429,  Location: 0.2 MI SW OF I95 / I395 (Lat: 44.783881,  Lng: -68.811181),  Route carried "on" structure: State highway 95,  Year Built: 1962,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 7.60m (24.93ft),  Average Daily Traffic: 16,610 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,254 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: M C RR & PERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 197.193,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.5m (83.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 71.0 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: 40.5 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1558,  Location: 0.1 MI E OF JCT RTE 1A (Lat: 44.784119,  Lng: -68.774339),  Route carried "on" structure: State highway 395,  Year Built: 1986,  Status: Open,  Structure Length: 47.61m (156.20ft),  Average Daily Traffic: 16,550 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,170 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: PENOBSCOT RV & S MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 21.3m (69.9ft), Horizontal Clearance: 82.3m (270.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 91.4m (299.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 30.7m (100.7ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.4 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: 32.7 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,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 2038,  Location: .3MI UPSTR OF JOSH CHAMB (Lat: 44.798881,  Lng: -68.764039),  Route carried "on" structure: State highway 15,  Year Built: 1997,  Status: Open,  Structure Length: 24.86m (81.56ft),  Average Daily Traffic: 24,636 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,490 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: PENOBSCOT R & RR YARD,  Facility Carried by Structure: STATE ROUTE 1C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 34.1m (111.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 57.2m (187.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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,  Underclear: 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: September 2021,  Underwater Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2294,  Location: 300' E ROUTE 2 (Lat: 44.802911,  Lng: -68.772261),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 4,257 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,960 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: KENDUSKEAG STREAM,  Facility Carried by Structure: FRANKLIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 65.4 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: 50.5 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2771,  Location: 400' W OF JCT RTE 221 (Lat: 44.861650,  Lng: -68.831311),  Route carried "on" structure: State highway 15,  Year Built: 1979,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 8,925 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,495 (year 2036),  Design Load: H 20,  Features Intersected: KENDUSKEAG STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.599,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 81.6 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: 62.9 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: 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 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: 2857,  Location: RT-1A INTERSECT 395 MAIN (Lat: 44.781019,  Lng: -68.782011),  Year Built: 1930,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Future Daily Traffic: 10,570 (year 2034),  Features Intersected: STATE ROUTE 1A
Lanes under structure: 2,  Owner: Railroad,  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Out-to-Out Width: 4.0m (13.1ft)

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

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Structure Number: 3079,  Location: CENTER OF CITY (Lat: 44.801911,  Lng: -68.770261),  Route carried "on" structure: State highway 2,  Year Built: 1976,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 8,231 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,523 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: KENDUSKEAG STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 231.826,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Channel: Good,  Operating Rating: 80.4 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: 62.2 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  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: 3301,  Location: 0.2 MI NE OF JCT OHIO ST (Lat: 44.826061,  Lng: -68.806350),  Route carried "on" structure: State highway ,  Year Built: 1992,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 12,007 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,810 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: KENDUSKEAG STREAM,  Facility Carried by Structure: GRIFFIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.044,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  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: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 53.5 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: 41.1 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: Somewhat better than minimum adequacy,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3905,  Location: 0.1 MI NW OF JCT 14TH ST (Lat: 44.813239,  Lng: -68.783631),  Route carried "on" structure: City street ,  Year Built: 1946,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 2,218 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,105 (year 2036),  Design Load: H 15,  Features Intersected: KENDUSKEAG STREAM,  Facility Carried by Structure: VALLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 26.2 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: 20.1 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: Somewhat better than minimum adequacy,  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5312,  Location: 1 MI N OF I-395 (Lat: 44.796231,  Lng: -68.768139),  Route carried "on" structure: Alternate State highway 1,  Year Built: 1955,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 43.01m (141.11ft),  Average Daily Traffic: 14,431 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,203 (year 2036),  Design Load: HS 20,  Features Intersected: PENOBSCOT R/ STREET/ RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.636,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 46.3m (151.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 12,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Underwater Inspection Date: November 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5413,  Location: .1 MI SO TOWNLINE (Lat: 44.866439,  Lng: -68.841839),  Year Built: 1907,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 8,675 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,012 (year 2034),  Design Load: Railroad,  Features Intersected: BROADWAY - ROUTE 15
Lanes under structure: 2,  Owner: Railroad,  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Substructure: Fair,  Underclear: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 5423,  Location: 0.2 MI SE OF GRIFFIN RD (Lat: 44.817611,  Lng: -68.811419),  Route carried "on" structure: State highway 222,  Year Built: 1956,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 16,810 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,534 (year 2036),  Design Load: H 20,  Features Intersected: GRIFFIN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.893,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 20.1 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: 15.6 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: High priority of corrective action,  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

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Structure Number: 5694,  Location: .1 MI NW KENDUSKEAG AVE (Lat: 44.808211,  Lng: -68.778361),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 7,158 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,021 (year 2036),  Design Load: H 20,  Features Intersected: KENDUSKEAG STREAM,  Facility Carried by Structure: HARLOW STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  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: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 34.0 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5789,  Location: INTERCHANGE #48 (Lat: 44.819311,  Lng: -68.775419),  Route carried "on" structure: State highway 95,  Year Built: 1960,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 25,340 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,476 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 295.880,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 37.9 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: 29.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 579,  Location: INTERCHANGE #47 (Lat: 44.811431,  Lng: -68.790911),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 10,432 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,605 (year 2036),  Design Load: HL 93,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: SA 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.867,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.8 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: 49.2 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 desirable criteria,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5791,  Location: 0.7 MI W JCT RTE 15 (Lat: 44.814711,  Lng: -68.788539),  Route carried "on" structure: State highway 95,  Year Built: 1960,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 13.14m (43.11ft),  Average Daily Traffic: 25,340 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,476 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: KENDUSKEAG STR&VALLEY AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 294.672,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 41.8 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: 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5794,  Location: INTERCHANGE #46 (Lat: 44.798550,  Lng: -68.801950),  Route carried "on" structure: State highway 2,  Year Built: 2010,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 13,414 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,780 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 229.251,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5795,  Location: INTERCHANGE 182 (Lat: 44.786961,  Lng: -68.808211),  Route carried "on" structure: State highway 95,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 14,260 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,964 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: INDSTRIAL SPUR (I-395)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 291.146,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.4 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: 24.9 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other

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Structure Number: 5796,  Location: 0.3 MI E OF I-95 (Lat: 44.786381,  Lng: -68.802861),  Route carried "on" structure: State highway 395,  Year Built: 2016,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 18,710 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,194 (year 2036),  Design Load: Greater than HL93,  Features Intersected: WEBSTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft)

Condition: Culverts: Very good,  Operating Rating: 55.1 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: 38.9 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 5797,  Location: INTERCHANGE #47 (Lat: 44.808811,  Lng: -68.793361),  Route carried "on" structure: State highway 222,  Year Built: 2016,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 16,488 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,083 (year 2036),  Design Load: Greater than HL93,  Features Intersected: INTERSTATE 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.615,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.6m (90.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.6 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: 38.2 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5798,  Location: 0.5 MI S OF JCT RTE 15 (Lat: 44.816731,  Lng: -68.784931),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 7.00m (22.97ft),  Average Daily Traffic: 3,020 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,228 (year 2036),  Design Load: H 20,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: KENDUSKEAG AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.1 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: 34.0 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 minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum 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: 5799,  Location: I395 INTERCHANGE #3 (Lat: 44.785539,  Lng: -68.779569),  Route carried "on" structure: State highway 395,  Year Built: 1986,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 13,290 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,606 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: ROUTES US 1A & 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.688,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.0m (111.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 38.8m (127.3ft),  Out-to-Out Width: 43.2m (141.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 58,  Location: 0.8 MI N JCT RTE 15 (Lat: 44.823519,  Lng: -68.759319),  Route carried "on" structure: State highway 95,  Year Built: 1960,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 25,120 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,168 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: STILLWATER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.117,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5822,  Location: 0.4 MI N STILLWATER AVE (Lat: 44.820411,  Lng: -68.769111),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 7,105 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,947 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: ESSEX STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.157,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.8 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: 40.2 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5823,  Location: INTERCHANGE 187 (Lat: 44.832261,  Lng: -68.741711),  Route carried "on" structure: State highway ,  Year Built: 1960,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 13.83m (45.37ft),  Average Daily Traffic: 8,606 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,048 (year 2036),  Design Load: HS 20,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: HOGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  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: Meets minimum limits,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5934,  Location: OVER I95 0.1 MI SW OF TL (Lat: 44.846061,  Lng: -68.730539),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 9.12m (29.92ft),  Average Daily Traffic: 1,920 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,880 (year 2036),  Design Load: H 20,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: CHASE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.2m (66.3ft),  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: Poor,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 53.5 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: 41.1 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5971,  Location: 300 FT SW OF ODLIN RD (Lat: 44.780669,  Lng: -68.817619),  Route carried "on" structure: Federal lands road ,  Year Built: 1962,  Status: Open,  Structure Length: 10.87m (35.66ft),  Average Daily Traffic: 342 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 547 (year 2036),  Design Load: HS 20,  Features Intersected: I-95,  Facility Carried by Structure: ACCESS RD - SA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  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: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  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: Satisfactory,  Operating Rating: 47.6 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: 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 5972,  Location: 0.2 MI W OF 95 / I-395 (Lat: 44.783731,  Lng: -68.810981),  Route carried "on" structure: State highway 95,  Year Built: 1962,  Status: Open,  Structure Length: 7.60m (24.93ft),  Average Daily Traffic: 15,340 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,476 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: M C RR & PERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 290.728,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.5m (83.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 65.8 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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6081,  Location: 0.2 MI S OF JCT I-395 (Lat: 44.784131,  Lng: -68.794861),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 2.33m (7.64ft),  Average Daily Traffic: 2,757 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,860 (year 2036),  Design Load: HS 20,  Features Intersected: PERRY ROAD,  Facility Carried by Structure: ROUTE US202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 42.8 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6082,  Location: I-395 INTERCHANGE 2 (Lat: 44.786719,  Lng: -68.794081),  Route carried "on" structure: Ramp State highway ,  Year Built: 1964,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 8.33m (27.33ft),  Average Daily Traffic: 2,757 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,860 (year 2036),  Design Load: HS 20,  Features Intersected: INTERSTATE 395,  Facility Carried by Structure: ROUTE US 202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 36.3 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: 28.2 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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6411,  Location: 0.9 MI N 15 (Lat: 44.825339,  Lng: -68.754069),  Route carried "on" structure: Ramp State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 6,590 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,226 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: I95 NORTHBOUND,  Facility Carried by Structure: STILLWATER INTERCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.7 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: 52.8 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: Equal to present minimum criteria,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6412,  Location: 0.9 MI N 15 (Lat: 44.825769,  Lng: -68.754169),  Route carried "on" structure: Ramp State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 6,590 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,226 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: I95 SOUTHBOUND,  Facility Carried by Structure: STILLWATER INTERCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.3 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6531,  Location: 300' E ROUTE 2 (Lat: 44.802889,  Lng: -68.772239),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 4,257 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,960 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: KENDUSKEAG STREAM,  Facility Carried by Structure: FRANKLIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 65.4 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: 50.5 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Location: 1 MI N OF I-395 (Lat: 44.796208,  Lng: -68.808453),  Route carried "under" structure: State highway 22500,  Structure Length: 0. m,  Average Daily Traffic: 1,333 (year 2014),  Truck Traffic: 5%,  Features Intersected: US 1A & ROUTE 9,  Facility Carried by Structure: PENOBSCOT R/ STREE
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.4 MI N STILLWATER AVE (Lat: 44.820425,  Lng: -68.868344),  Route carried "under" structure: Alternate Other road 22310,  Structure Length: 0. m,  Average Daily Traffic: 24,720 (year 2014),  Truck Traffic: 10%,  Features Intersected: ESSEX STREET,  Facility Carried by Structure: INTERSTATE 95
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 296.393,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: I-95 INTERCHANGE # 191 (Lat: 44.873186,  Lng: -68.812522),  Route carried "under" structure: 52310,  Structure Length: 0. m,  Average Daily Traffic: 9,098 (year 2014),  Truck Traffic: 11%,  Features Intersected: KELLY ROAD,  Facility Carried by Structure: INTERSTATE 95
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 304.552,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: OVER I95 0.1 MI SW OF TL (Lat: 44.846106,  Lng: -68.867197),  Route carried "under" structure: Bypass 42310,  Structure Length: 0. m,  Average Daily Traffic: 14,450 (year 2014),  Truck Traffic: 10%,  Features Intersected: CHASE ROAD,  Facility Carried by Structure: INTERSTATE 95
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 300.706,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: 0.1 MI W TOWNLINE (Lat: 44.833942,  Lng: -68.863333),  Route carried "under" structure: 72310,  Structure Length: 0. m,  Average Daily Traffic: 6,406 (year 2014),  Truck Traffic: 11%,  Features Intersected: ROUTES 11 & 100,  Facility Carried by Structure: INTERSTATE 95
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 249.915,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: 0.3 MI S OF US RTE 2 (Lat: 44.818744,  Lng: -68.846503),  Route carried "under" structure: 82310,  Structure Length: 0. m,  Average Daily Traffic: 9,840 (year 2014),  Truck Traffic: 11%,  Features Intersected: RIDGE ROAD,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 253.005,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: 1.2 MI SO TOWNLINE (Lat: 44.799894,  Lng: -68.775364),  Route carried "under" structure: Service 72310,  Structure Length: 0. m,  Average Daily Traffic: 1,932 (year 2014),  Truck Traffic: 8%,  Features Intersected: I-95 NORTHBOUND,  Facility Carried by Structure: ROUTE 152
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: .5 MI SO TOWNLINE (Lat: 44.804303,  Lng: -68.790944),  Route carried "under" structure: Service 92400,  Structure Length: 0. m,  Average Daily Traffic: 668 (year 2014),  Truck Traffic: 8%,  Features Intersected: I-95 NORTHBOUND,  Facility Carried by Structure: N MAIN ST(MADAWASK
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Length of Maximum Span: 0.0m