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

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Location: 0.1 MIL W LINCOLN ST (Lat: 33.001222,  Lng: -531.335281),  Route carried "under" structure: 1500,  Year Built: 1011,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 602,000 (year 0240),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,361 (year 2036),  Design Load: H 10,  Features Intersected: 38740CROSS CANAN #2,  Facility Carried by Structure: OXFORD STREET
Lanes on structure: 91,  Lanes under structure: 99,  Toll: ,  Approaching Roadway Width: 201.60m (661.42ft),  Skew: 90 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Location: 1MI E OF TOWNLINE (Lat: 37.501222,  Lng: -630.351947),  Route carried "under" structure: 41400,  Year Built: 1011,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 602,000 (year 0077),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,232 (year 2036),  Features Intersected: 38740M C RR,  Facility Carried by Structure: RIVERSIDE ST
Lanes on structure: 72,  Toll: On Interstate toll segment,  Owner: County Highway Agency,  Approaching Roadway Width: 201.60m (661.42ft),  Skew: 90 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 92.7 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: 71.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Location: 77.72 MILE POINT (Lat: 62.001222,  Lng: -428.335281),  Route carried "under" structure: 91300,  Year Built: 1011,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 502,000 (year 1444),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,219 (year 2036),  Design Load: H 15,  Features Intersected: 38740M C RR,  Facility Carried by Structure: MTPK EXIT 13
Lanes on structure: 61,  Lanes under structure: 95,  Toll: ,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: Corps of Engineers (Civil),  Approaching Roadway Width: 201.60m (661.42ft),  Skew: 50 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.0 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: 35.3 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: 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: March 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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Location: RCHAN077.70 MILE POINT (Lat: 62.001222,  Lng: -432.751947),  Route carried "under" structure: Business 1300,  Year Built: 1011,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 502,040 (year 0931),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,042 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: 38740RTE 196,  Facility Carried by Structure: LEWISTON INTE
Lanes on structure: 61,  Lanes under structure: 95,  Toll: ,  Owner: County Highway Agency,  Maintenance Responsibility: Federal Agency,  Approaching Roadway Width: 201.60m (661.42ft),  Skew: 50 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.2 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: 29.5 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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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Location: 1.0 MI W TOWN LINE (Lat: 9.334556,  Lng: -353.835278),  Route carried "under" structure: Service 71400,  Year Built: 1011,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 202,000 (year 0173),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,607 (year 2036),  Design Load: Railroad,  Features Intersected: 38740NO NAME BROOK,  Facility Carried by Structure: CROWLEY ROAD
Lanes on structure: 72,  Toll: On Interstate toll segment,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 201.60m (661.42ft),  Skew: 92 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.9 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: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Location: 0.9 MI E POND RD. (Lat: 35.834556,  Lng: -517.268611),  Route carried "under" structure: Service 91500,  Year Built: 3031,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 102,000 (year 0081),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,310 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: 38740NO NAME BROOK,  Facility Carried by Structure: RANDALL ROAD
Lanes on structure: 92,  Lanes under structure: 1,  Toll: On Interstate toll segment,  Approaching Roadway Width: 201.60m (661.42ft),  Skew: 90 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Location: 0.1 MI W SABATTUS TL (Lat: 16.834556,  Lng: -450.451944),  Route carried "under" structure: 1400,  Year Built: 3031,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 102,000 (year 0319),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,473 (year 2036),  Design Load: HS 20,  Features Intersected: 38740SALMON BROOK,  Facility Carried by Structure: GROVE ST
Lanes on structure: 72,  Lanes under structure: 1,  Toll: ,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 201.60m (661.42ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 97.2 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Location: 0.452 mi E of SR 136 (Lat: 95.001222,  Lng: -411.468614),  Route carried "under" structure: 61110,  Year Built: 1311,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 602,020 (year 0892),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,488 (year 2036),  Features Intersected: 38740RIVER ROAD,  Facility Carried by Structure: I-95 (NB)
Lanes on structure: 11,  Lanes under structure: 95,  Base Highway Network: Yes,  Toll: ,  Owner: County Highway Agency,  Approaching Roadway Width: 201.60m (661.42ft),  Skew: A2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.7 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: 35.3 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: Equal to 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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Location: 0.330 mi W of SR 196 (Lat: 95.001222,  Lng: -408.851947),  Route carried "under" structure: 91110,  Year Built: 1311,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 602,020 (year 0598),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,372 (year 2036),  Features Intersected: 38740FERRY ROAD,  Facility Carried by Structure: I-95 (NB)
Lanes on structure: 11,  Lanes under structure: 95,  Base Highway Network: Yes,  Toll: Toll bridge is a segment,  Owner: County Highway Agency,  Approaching Roadway Width: 201.60m (661.42ft),  Skew: A3 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.9 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: 65.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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: 137,  Location: .2 MI E TOWNLINE (Lat: 44.112669,  Lng: -70.210369),  Route carried "on" structure: Ramp State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 7,293 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,210 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: M C RR,  Facility Carried by Structure: VIETNAM VET EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.2 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: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1371,  Location: .2 MI E TOWNLINE (Lat: 44.113111,  Lng: -70.210139),  Route carried "on" structure: Ramp State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 7,825 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,955 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: M C RR,  Facility Carried by Structure: VIETNAM VET WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1495,  Location: 0.450 mi E of SR 136 (Lat: 44.069861,  Lng: -70.200000),  Route carried "on" structure: Interstate 95,  Year Built: 1956,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 9,180 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,852 (year 2036),  Design Load: HL 93,  Features Intersected: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.509,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.7 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: 35.3 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: Equal to 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: 1496,  Location: 0.163 mi E of River Rd (Lat: 44.071131,  Lng: -70.196719),  Route carried "on" structure: Interstate 95,  Year Built: 1956,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 9,180 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,852 (year 2036),  Design Load: HL 93,  Features Intersected: GOODARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.201,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

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: 31.4 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: 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: 1497,  Location: 0.378 mi W of Pleasant St (Lat: 44.072239,  Lng: -70.184550),  Route carried "on" structure: Interstate 95,  Year Built: 1956,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 4,650 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,510 (year 2036),  Design Load: HL 93,  Features Intersected: ALFRED PLOURDE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 360.430,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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 desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum 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: 1498,  Location: 0.209 mi N of N Lisbon Rd (Lat: 44.067439,  Lng: -70.162911),  Route carried "on" structure: Interstate 95,  Year Built: 1956,  Status: Open,  Structure Length: 13.40m (43.96ft),  Average Daily Traffic: 6,280 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,792 (year 2036),  Design Load: HL 93,  Features Intersected: LISBON ST/RTE 196 & MCRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 358.596,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.9 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: 37.9 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum 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: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1531,  Location: IMMED. W'LY OF ROUTE 196 (Lat: 44.091950,  Lng: -70.215831),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 5,365 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,511 (year 2036),  Design Load: HS 20,  Features Intersected: MAIN CANAL,  Facility Carried by Structure: CEDAR STREET E B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.5 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: 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 minimum criteria,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1751,  Location: .1 MI W'LY JCT LINCOLN ST (Lat: 44.093539,  Lng: -70.220911),  Route carried "on" structure: City street 1203,  Year Built: 2017,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 407 (year 2019),  Truck Traffic: 5%,  Design Load: HL 93,  Features Intersected: ANDROSCOGGIN CANAL,  Facility Carried by Structure: BEECH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2803,  Location: 2.2 MI SW GREENE TL (Lat: 44.128989,  Lng: -70.199111),  Route carried "on" structure: State highway 202,  Year Built: 2015,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 12,763 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,868 (year 2036),  Design Load: HL 93,  Features Intersected: STETSON BK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 121.892,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Very 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 desirable 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: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3083,  Location: .1 MI W 196 (Lat: 44.098281,  Lng: -70.218700),  Route carried "on" structure: State highway 202,  Year Built: 1991,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 31,702 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,383 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.013,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.2 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: 39.5 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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3201,  Location: 2MI N OF RT126 OVER RT202 (Lat: 44.124531,  Lng: -70.201461),  Year Built: 1936,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Future Daily Traffic: 22,574 (year 2034),  Features Intersected: STATE ROUTE 202
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: 37.5m (123.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Substructure: Poor,  Underclear: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 39,  Location: 0.1 MI S RTE 202 (Lat: 44.095431,  Lng: -70.220719),  Route carried "on" structure: State highway ,  Year Built: 1930,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 10,496 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,694 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: CROSS CANAL #1,  Facility Carried by Structure: LINCOLN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum 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: Built-up

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Structure Number: 5003,  Location: 400 FT W RTE #196 (Lat: 44.093819,  Lng: -70.217011),  Route carried "on" structure: City street ,  Year Built: 1927,  Status: Posted for load,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 4,110 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,754 (year 2036),  Design Load: H 15,  Features Intersected: MAIN CANAL,  Facility Carried by Structure: CHESTNUT ST.
Minimum Vertical Clearance: 3.91m (12.83ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 17.2 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: 13.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5689,  Location: 1 MI S'LY OF JCT 202 (Lat: 44.086200,  Lng: -70.213281),  Route carried "on" structure: State highway ,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 6,236 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,730 (year 2036),  Design Load: H 20,  Features Intersected: MAIN CANAL,  Facility Carried by Structure: LINCOLN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 51.2 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: 39.5 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6214,  Location: IMMED. W'LY OF ROUTE 196 (Lat: 44.092181,  Lng: -70.215981),  Route carried "on" structure: State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 6,602 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,243 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: MAIN CANAL,  Facility Carried by Structure: CEDAR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.343,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: Monolithic Concrete

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Structure Number: 6331,  Location: 0.4 MI W OF JCT US 202 (Lat: 44.114931,  Lng: -70.213489),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 16,697 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,171 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ANDROSCOGGIN RIVER,  Facility Carried by Structure: VIET VET'S CONNECT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 21.9m (71.9ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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 minimum criteria,  Deck Geometry: 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 60 months,  Inspection Date: August 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: 6383,  Location: Rt 202 & Russell Street (Lat: 44.111969,  Lng: -70.208169),  Route carried "on" structure: State highway ,  Year Built: 2005,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 15,846 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,184 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: Main Street,  Facility Carried by Structure: Russell Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.996,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 50.5 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: 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6384,  Location: .2 MI E TOWNLINE (Lat: 44.112911,  Lng: -70.210169),  Route carried "on" structure: Ramp State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 17,635 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,955 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: M C RR,  Facility Carried by Structure: VETERANS MEMORIAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than 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: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6497,  Location: .33 mi W of SR 196 (Lat: 44.069150,  Lng: -70.173661),  Route carried "on" structure: Interstate 95,  Year Built: 1956,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 6,280 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,792 (year 2036),  Features Intersected: Ferry Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9999.999,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.9 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: 65.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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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Location: 0.265 mi. N of Crowley Rd (Lat: 44.072108,  Lng: -70.184628),  Route carried "under" structure: Bypass 4A400,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 5%,  Features Intersected: GROVE STREET,  Facility Carried by Structure: RD INV 01 00506
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.265 mi. N of Crowley Rd (Lat: 44.070000,  Lng: -70.120000),  Route carried "under" structure: Bypass 4B400,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 5%,  Features Intersected: GROVE STREET,  Facility Carried by Structure: RD INV 01 00506
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.962 mi E of Grove St (Lat: 44.072108,  Lng: -70.184628),  Route carried "under" structure: Bypass 52110,  Structure Length: 0. m,  Average Daily Traffic: 5,670 (year 2014),  Truck Traffic: 10%,  Features Intersected: RD INV 01 00393,  Facility Carried by Structure: INT 95 NB
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 133.769,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: .159 mi N of Desmarais Dr (Lat: 44.072108,  Lng: -70.184628),  Route carried "under" structure: Bypass 72110,  Structure Length: 0. m,  Average Daily Traffic: 4,050 (year 2014),  Truck Traffic: 10%,  Features Intersected: ST RTE 9,  Facility Carried by Structure: INT 95 NB
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 136.360,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.635 mi E of SR 9 (Lat: 44.072108,  Lng: -70.184628),  Route carried "under" structure: Bypass 82110,  Structure Length: 0. m,  Average Daily Traffic: 4,580 (year 2014),  Truck Traffic: 11%,  Features Intersected: RD INV 01 00409,  Facility Carried by Structure: INT 95 NB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 137.486,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.367 mi NE of Furbush (Lat: 44.072108,  Lng: -70.184628),  Route carried "under" structure: Bypass 92110,  Structure Length: 0. m,  Average Daily Traffic: 4,580 (year 2014),  Truck Traffic: 11%,  Features Intersected: RD INV 01 00409,  Facility Carried by Structure: INT 95 NB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 138.452,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.252 mi NW Poplar Drive (Lat: 44.072108,  Lng: -70.184628),  Route carried "under" structure: Spur 2110,  Structure Length: 0. m,  Average Daily Traffic: 4,580 (year 2014),  Truck Traffic: 11%,  Features Intersected: RD INV 01 00400,  Facility Carried by Structure: I-95 NB
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 141.204,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.071 mi N of Terry Circ (Lat: 44.072108,  Lng: -70.184628),  Route carried "under" structure: Spur 12110,  Structure Length: 0. m,  Average Daily Traffic: 4,580 (year 2014),  Truck Traffic: 11%,  Features Intersected: MAXWELL ROAD,  Facility Carried by Structure: INT 95
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 142.668,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 077.70 MILE POINT (Lat: 44.075475,  Lng: -70.182703),  Route carried "under" structure: Business 2310,  Structure Length: 0. m,  Average Daily Traffic: 13,150 (year 2014),  Truck Traffic: 5%,  Features Intersected: LEWISTON INTERCHAN,  Facility Carried by Structure: RTE 196
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 27.166,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: 0.096 mi W of Old Hotel (Lat: 44.072108,  Lng: -70.184628),  Route carried "under" structure: Ramp 92110,  Structure Length: 0. m,  Average Daily Traffic: 8,550 (year 2014),  Truck Traffic: 10%,  Features Intersected: POLAND SPRING ROAD,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 116.758,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.452 mi E of SR 136 (Lat: 44.069686,  Lng: -70.200008),  Route carried "under" structure: 62400,  Structure Length: 0. m,  Average Daily Traffic: 2,830 (year 2014),  Truck Traffic: 5%,  Features Intersected: I-95 (NB),  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 5.102,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.172 mi E of River Rd (Lat: 44.071014,  Lng: -70.196631),  Route carried "under" structure: 72400,  Structure Length: 0. m,  Average Daily Traffic: 1,755 (year 2014),  Truck Traffic: 5%,  Features Intersected: I-95 (NB),  Facility Carried by Structure: GOODARD ROAD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.380 mi W of Pleasant St (Lat: 44.072108,  Lng: -70.184628),  Route carried "under" structure: 82300,  Structure Length: 0. m,  Average Daily Traffic: 8,208 (year 2014),  Truck Traffic: 5%,  Features Intersected: I-95 (NB),  Facility Carried by Structure: LEWISTON INTERCHAN
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 1.706,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.330 mi W of SR 196 (Lat: 44.069031,  Lng: -70.173753),  Route carried "under" structure: 92500,  Structure Length: 0. m,  Average Daily Traffic: 1,397 (year 2014),  Truck Traffic: 5%,  Features Intersected: I-95 (NB),  Facility Carried by Structure: FERRY ROAD
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 4.941,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.197 mi N of N Lisbon Rd (Lat: 44.067222,  Lng: -70.162233),  Route carried "under" structure: Interstate 2310,  Structure Length: 0. m,  Average Daily Traffic: 15,280 (year 2014),  Truck Traffic: 5%,  Features Intersected: I-95 (NB),  Facility Carried by Structure: LISBON ST/RTE 196
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 25.154,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: 0.036 mi N of Gould Rd (Lat: 44.066606,  Lng: -70.154561),  Route carried "under" structure: Interstate 12110,  Structure Length: 0. m,  Average Daily Traffic: 5,670 (year 2014),  Truck Traffic: 10%,  Features Intersected: OLD LISBON RD,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 129.842,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.081 mi NW of Crowley (Lat: 44.070875,  Lng: -70.138758),  Route carried "under" structure: Interstate 22110,  Structure Length: 0. m,  Average Daily Traffic: 5,670 (year 2014),  Truck Traffic: 10%,  Features Intersected: WEBSTER ROAD,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 131.017,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.450 mi E of SR 136 (Lat: 44.069856,  Lng: -70.200000),  Route carried "on" structure: County highway 52400,  Structure Length: 0. m,  Average Daily Traffic: 2,830 (year 2014),  Truck Traffic: 5%,  Features Intersected: I-95(SB),  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 5.150,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.163 mi E of River Rd (Lat: 44.071131,  Lng: -70.196722),  Route carried "on" structure: County highway 62400,  Structure Length: 0. m,  Average Daily Traffic: 1,755 (year 2014),  Truck Traffic: 5%,  Features Intersected: I-95(SB),  Facility Carried by Structure: GOODARD ROAD
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.209 mi N of N Lisbon Rd (Lat: 44.067442,  Lng: -70.162903),  Route carried "on" structure: County highway 82310,  Structure Length: 0. m,  Average Daily Traffic: 15,280 (year 2014),  Truck Traffic: 5%,  Features Intersected: I-95(SB),  Facility Carried by Structure: LISBON ST/RTE 196
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 25.315,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: 2MI N OF RT126 (Lat: 44.124517,  Lng: -70.201431),  Route carried "under" structure: US 12310,  Structure Length: 0. m,  Average Daily Traffic: 16,124 (year 2014),  Truck Traffic: 5%,  Features Intersected: MAINE CENTRAL RAIL,  Facility Carried by Structure: STATE ROUTE 202
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 121.345,  Lanes on structure: 3,  Length of Maximum Span: 0.0m