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

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Structure Number: 47,  Location: IMMED. SW'LY OF ROUTE 196 (Lat: 44.089444,  Lng: -70.213889),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,291 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,937 (year 2027),  Design Load: HS 20,  Features Intersected: MAIN CANAL,  Facility Carried by Structure: LOCUST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 48,  Location: 0.4 MIL 5 US 202 (Lat: 44.092222,  Lng: -70.220833),  Route carried "on" structure: State highway ,  Year Built: 1927,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 7,773 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,882 (year 2027),  Design Load: HS 25,  Features Intersected: CROSS CANAL #2,  Facility Carried by Structure: LINCOLN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  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: 57.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Built-up

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Structure Number: 5,  Location: 0.1 MIL W LINCOLN ST (Lat: 44.091944,  Lng: -70.219722),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,240 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,136 (year 2027),  Design Load: HS 25,  Features Intersected: CROSS CANAN #2,  Facility Carried by Structure: OXFORD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Built-up

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Structure Number: 53,  Location: 0.2 MI N OF 202 & MAIN ST (Lat: 44.102778,  Lng: -70.216944),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 828 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,242 (year 2027),  Design Load: HS 25,  Features Intersected: MAINE CENTRAL RR,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54,  Location: 1MI. E. TOWNLINE (Lat: 44.108333,  Lng: -70.212500),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 979 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,469 (year 2027),  Design Load: HS 25,  Features Intersected: MCRR,  Facility Carried by Structure: RIVERSIDE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 57.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $867,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,300,000 ( Estimate for 2004),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 59,  Location: 77.72 MILE POINT (Lat: 44.074444,  Lng: -70.183333),  Route carried "on" structure: State highway ,  Year Built: 1955,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 10,792 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,109 (year 2027),  Design Load: HS 20,  Features Intersected: MCRR,  Facility Carried by Structure: MTPK EXIT 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  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: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: December 2007,  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: 6,  Location: 077.70 MILE POINT (Lat: 44.075556,  Lng: -70.182778),  Route carried "on" structure: State highway ,  Year Built: 1955,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 8,561 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,985 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 196,  Facility Carried by Structure: LEWISTON INTERCHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: December 2007,  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: 87,  Location: 1.0 MI W TOWN LINE (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,734 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,601 (year 2027),  Features Intersected: NO NAME BROOK,  Facility Carried by Structure: CROWLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $740,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,110,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 88,  Location: .1MI SE RT196(DS FROM FOS (Lat: 44.054444,  Lng: -70.137222),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 68 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 102 (year 2027),  Features Intersected: NO NAME BROOK,  Facility Carried by Structure: JORDAN RD (TOWN FA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Underwater Inspection Date: January 2008,  Bridge Improvement Cost: $689,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,034,000 ( Estimate for 2004),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 95,  Location: 0.1MI NE RTE 196 (Lat: 44.055000,  Lng: -70.137500),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 117 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 176 (year 2027),  Design Load: HS 20,  Features Intersected: NO NAME BROOK,  Facility Carried by Structure: FOSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Underwater Inspection Date: January 2008

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Structure Number: 96,  Location: 79.4 MILE POINT (Lat: 44.071667,  Lng: -70.200000),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 9,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,300 (year 2027),  Design Load: HS 20,  Features Intersected: RIVER ROAD,  Facility Carried by Structure: MTPK(NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 126.205,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 97,  Location: 79.6 MILE POINT (Lat: 44.070000,  Lng: -70.193333),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 9,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,300 (year 2027),  Design Load: HS 20,  Features Intersected: GOODARD ROAD,  Facility Carried by Structure: MTPK(NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 126.639,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum 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: April 2006,  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: 98,  Location: 80.3 MILE POINT (Lat: 44.066667,  Lng: -70.186667),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 6,410 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,974 (year 2027),  Design Load: HS 20,  Features Intersected: LEWISTON INTERCHANGE,  Facility Carried by Structure: MTPK(NB)
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 127.653,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  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 or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $354,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 99,  Location: 80.8 MILE POINT (Lat: 44.068333,  Lng: -70.173333),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 6,410 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,974 (year 2027),  Design Load: HS 20,  Features Intersected: FERRY ROAD,  Facility Carried by Structure: MTPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.104,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  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: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $278,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1,  Location: 81.4 MILE POINT (Lat: 44.066667,  Lng: -70.170000),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 6,410 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,974 (year 2027),  Design Load: HS 20,  Features Intersected: LISBON ST/RTE 196 & MCRR,  Facility Carried by Structure: MTPK(NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 129.053,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 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: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.41m (44.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $148,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $222,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101,  Location: 81.8 MILE POINT (Lat: 44.071667,  Lng: -70.156667),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 925 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,388 (year 2027),  Design Load: H 15,  Features Intersected: MTPK,  Facility Carried by Structure: OLD LISBON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.41m (27.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $198,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 102,  Location: 82.7 MILE POINT (Lat: 44.068333,  Lng: -70.135000),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 594 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 891 (year 2027),  Design Load: H 15,  Features Intersected: MTPK,  Facility Carried by Structure: WEBSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  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: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.91m (19.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $154,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 105,  Location: 82.50 MILE POINT (Lat: 44.070000,  Lng: -70.136667),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 6,410 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,974 (year 2027),  Design Load: H 15,  Features Intersected: NO NAME BROOK,  Facility Carried by Structure: MTPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.258,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Structural Evaluation: 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: April 2006

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Structure Number: 137,  Location: .2 MI E TOWNLINE (Lat: 44.112500,  Lng: -70.210278),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 8,058 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,281 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MCRR,  Facility Carried by Structure: VIETNAM VET EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Base Highway Network: Yes,  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: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $310,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Preformed Fabric

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Structure Number: 1371,  Location: .2 MI E TOWNLINE (Lat: 44.113056,  Lng: -70.210000),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 9,679 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,551 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MCRR,  Facility Carried by Structure: VIETNAM VET WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Base Highway Network: Yes,  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.58m (18.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $201,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $302,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1494,  Location: 076.29 MILE POINT (Lat: 44.078333,  Lng: -70.208333),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Status: Open,  Structure Length: 25.79m (84.61ft),  Average Daily Traffic: 10,050 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,070 ,  Design Load: HS 20,  Features Intersected: ANDROSCOGGIN RIVER,  Facility Carried by Structure: MTPK(SB)
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 359.077,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 46.0m (150.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2004,  Underwater Inspection Date: April 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1495,  Location: 79.41 MILE POINT (Lat: 44.071667,  Lng: -70.200000),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 10,050 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,070 (year 2027),  Design Load: HS 20,  Features Intersected: RIVER ROAD,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 358.787,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1496,  Location: 79.61 MILE POINT (Lat: 44.070000,  Lng: -70.198333),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 10,050 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,070 (year 2027),  Design Load: HS 20,  Features Intersected: GOODARD ROAD,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 358.353,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum 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: April 2006,  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: 80.31 MILE POINT (Lat: 44.066667,  Lng: -70.186667),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 5,180 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,252 (year 2027),  Design Load: HS 20,  Features Intersected: LEWISTON INTERCHANGE,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 357.564,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  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 or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1498,  Location: 81.41 MILE POINT (Lat: 44.066667,  Lng: -70.170000),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 6,790 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,506 (year 2027),  Design Load: HS 20,  Features Intersected: LISBON ST/RTE 196 & MCRR,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 356.228,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 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: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.41m (44.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $163,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $244,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1531,  Location: IMMED. W'LY OF ROUTE 196 (Lat: 44.092222,  Lng: -70.215833),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 11,180 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,652 (year 2026),  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: 30.5m (100.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3083,  Location: .1 MI W 196 (Lat: 44.098333,  Lng: -70.218333),  Route carried "on" structure: State highway 202,  Year Built: 1991,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 29,921 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,889 (year 2027),  Design Load: HS 25,  Features Intersected: MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 117.981,  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: 10.1m (33.1ft),  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: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 39,  Location: 0.1 MI S RTE 202 (Lat: 44.095556,  Lng: -70.220833),  Route carried "on" structure: State highway ,  Year Built: 1930,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 8,128 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,379 (year 2027),  Design Load: HS 25,  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: 57.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Built-up

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Structure Number: 5003,  Location: 400 FT W RTE #196 (Lat: 44.093889,  Lng: -70.216944),  Route carried "on" structure: City street ,  Year Built: 1927,  Status: Posted for load-capacity,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 5,445 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,623 (year 2027),  Design Load: H 15,  Features Intersected: MAIN CANAL,  Facility Carried by Structure: CHESTNUT ST.
Minimum Vertical Clearance: 3.86m (12.66ft),  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: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $1,028,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,542,000 ( Estimate for 2004),  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: 44.086111,  Lng: -70.218889),  Route carried "on" structure: State highway ,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 4,578 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,409 (year 2027),  Design Load: H 20,  Features Intersected: MAIN CANAL,  Facility Carried by Structure: LINCOLN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  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: 25.9m (85.0ft),  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: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  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: 44.092222,  Lng: -70.216111),  Route carried "on" structure: State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 10,889 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,245 (year 2027),  Design Load: HS 25,  Features Intersected: MAIN CANAL,  Facility Carried by Structure: CEDAR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 4,  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: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6331,  Location: .4 MI W US 202 (Lat: 44.114883,  Lng: -70.213367),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 13.72m (45.01ft),  Average Daily Traffic: 16,120 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,568 ,  Design Load: HS 20+Mod,  Features Intersected: ANDROSCOGGIN RIVER,  Facility Carried by Structure: LEW & AUBURN CIRCU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 30 degrees,  Material/Design: Steel,  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: December 2004,  Underwater Inspection Date: December 2004,  Other Special Inspection Date: December 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6,  Location: 077.70 MILE POINT (Lat: 44.075556,  Lng: -70.182778),  Route carried "under" structure: State highway 196,  Year Built: 1955,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 13,694 (year 2007),  Truck Traffic: 5%,  Features Intersected: RTE 196,  Facility Carried by Structure: LEWISTON INTERCHAN
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 27.198,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 96,  Location: 79.4 MILE POINT (Lat: 44.071667,  Lng: -70.200000),  Route carried "under" structure: County highway ,  Year Built: 1955,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 3,010 (year 2007),  Truck Traffic: 5%,  Features Intersected: RIVER ROAD,  Facility Carried by Structure: MTPK(NB)
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 4.957,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 97,  Location: 79.6 MILE POINT (Lat: 44.070000,  Lng: -70.193333),  Route carried "under" structure: County highway ,  Year Built: 1955,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 1,247 (year 2007),  Truck Traffic: 5%,  Features Intersected: GOODARD ROAD,  Facility Carried by Structure: MTPK(NB)
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 98,  Location: 80.3 MILE POINT (Lat: 44.066667,  Lng: -70.186667),  Route carried "under" structure: State highway ,  Year Built: 1955,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 5,016 (year 2007),  Truck Traffic: 5%,  Features Intersected: LEWISTON INTERCHANGE,  Facility Carried by Structure: MTPK(NB)
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 1.754,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 99,  Location: 80.8 MILE POINT (Lat: 44.068333,  Lng: -70.173333),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 2,094 (year 2007),  Truck Traffic: 5%,  Features Intersected: FERRY ROAD,  Facility Carried by Structure: MTPK
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 4.941,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 1,  Location: 81.4 MILE POINT (Lat: 44.066667,  Lng: -70.170000),  Route carried "under" structure: State highway 196,  Year Built: 1955,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 13,860 (year 2007),  Truck Traffic: 5%,  Features Intersected: LISBON ST/RTE 196 & MCRR,  Facility Carried by Structure: MTPK(NB)
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 25.315,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 101,  Location: 81.8 MILE POINT (Lat: 44.071667,  Lng: -70.156667),  Route carried "under" structure: Interstate 95,  Year Built: 1955,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 6,410 (year 2007),  Truck Traffic: 10%,  Features Intersected: MTPK,  Facility Carried by Structure: OLD LISBON ROAD
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 130.003,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 102,  Location: 82.7 MILE POINT (Lat: 44.068333,  Lng: -70.135000),  Route carried "under" structure: Interstate 95,  Year Built: 1955,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 6,410 (year 2007),  Truck Traffic: 10%,  Features Intersected: MTPK,  Facility Carried by Structure: WEBSTER ROAD
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 131.258,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 1494,  Location: 076.29 MILE POINT (Lat: 44.078333,  Lng: -70.208333),  Route carried "under" structure: County highway 136,  Year Built: 1955,  Structure Length: 25.79m (84.61ft),  Average Daily Traffic: 4,812 (year 2007),  Truck Traffic: 5%,  Features Intersected: ANDROSCOGGIN RIVER,  Facility Carried by Structure: MTPK(SB)
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 26.409,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 1495,  Location: 79.41 MILE POINT (Lat: 44.071667,  Lng: -70.200000),  Route carried "under" structure: County highway ,  Year Built: 1955,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 3,010 (year 2007),  Truck Traffic: 5%,  Features Intersected: RIVER ROAD,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 4.989,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 1496,  Location: 79.61 MILE POINT (Lat: 44.070000,  Lng: -70.198333),  Route carried "under" structure: County highway ,  Year Built: 1955,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 1,247 (year 2007),  Truck Traffic: 5%,  Features Intersected: GOODARD ROAD,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.037,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 1497,  Location: 80.31 MILE POINT (Lat: 44.066667,  Lng: -70.186667),  Route carried "under" structure: State highway ,  Year Built: 1955,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 5,016 (year 2007),  Truck Traffic: 5%,  Features Intersected: LEWISTON INTERCHANGE,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 1.706,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 1498,  Location: 81.41 MILE POINT (Lat: 44.066667,  Lng: -70.170000),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 2,094 (year 2007),  Truck Traffic: 5%,  Features Intersected: LISBON ST/RTE 196 & MCRR,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 4.957,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 3201,  Location: 2MI N OF RT126 OVER RT202 (Lat: 44.124722,  Lng: -70.201389),  Route carried "under" structure: State highway 202,  Year Built: 1936,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 18,340 (year 2007),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 202,  Facility Carried by Structure: MAINE CENTRAL RAIL
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 121.232,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 37.5m (123.0ft)