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

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Structure Number: 548,  Location: 101.7 MILE POINT (Lat: 44.121667,  Lng: -69.833333),  Route carried "on" structure: State highway 9,  Year Built: 1955,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 5,175 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,245 (year 2027),  Design Load: H 20,  Features Intersected: MAINETURNPIKE,  Facility Carried by Structure: ROUTE126
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.388,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Length Of Structure Improvement: 8.47m (27.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $218,000 ( 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: 549,  Location: 102.0 MILE POINT (Lat: 44.121667,  Lng: -69.830000),  Route carried "on" structure: Ramp Other road ,  Year Built: 1955,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 560 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 840 (year 2027),  Design Load: HS 20,  Features Intersected: MTPK INTER,  Facility Carried by Structure: GARDINER/LITCHFIEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $137,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $206,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55,  Location: 103.6 MILE POINT (Lat: 44.231667,  Lng: -69.811667),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 3,182 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,455 (year 2027),  Design Load: H 15,  Features Intersected: MAINE TURNPIKE,  Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  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: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $305,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $458,000 ( 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: 15,  Location: 99.21 MILE POINT (Lat: 44.126667,  Lng: -69.856667),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 5,630 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,882 (year 2027),  Design Load: HS 20,  Features Intersected: COBBOSSEECONTEE STREAM,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 326.552,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 65.2m (213.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 35.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2006,  Underwater Inspection Date: April 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1534,  Location: TOWNLINE (Lat: 44.193333,  Lng: -69.828333),  Route carried "on" structure: State highway 295,  Year Built: 1974,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 9,850 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,790 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: COBBOSSEECONTEE STR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.718,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 66.2 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: 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: January 2007,  Underwater Inspection Date: September 2002,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2112,  Location: LITCHFIELD-W GARD TL (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: County highway ,  Year Built: 1936,  Year Reconstructed: 1951,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 972 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,458 (year 2027),  Design Load: H 15,  Features Intersected: COBBOSSEE STREAM,  Facility Carried by Structure: PLAINS ROAD-POND R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.377,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2006,  Underwater Inspection Date: July 2006,  Bridge Improvement Cost: $136,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $204,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2165,  Location: .5 MI W I-95 ON 126 (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: State highway 9,  Year Built: 1931,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 5,175 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,245 (year 2027),  Design Load: H 20,  Features Intersected: COLD STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.939,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Underwater Inspection Date: July 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Preformed Fabric

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Structure Number: 2834,  Location: LITCHFIELD-W GARD TL (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 2,131 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,983 (year 2027),  Design Load: H 20,  Features Intersected: COBBOSSEE STREAM,  Facility Carried by Structure: HALLOWELL LITCHFIE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.771,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2007,  Underwater Inspection Date: May 2002,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3331,  Location: 0.7 MI N OF LITCHFIELD RD (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 1,277 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,916 (year 2027),  Design Load: H 15,  Features Intersected: COBOSSEE STREAM,  Facility Carried by Structure: COLLINS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.718,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $1,435,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $2,152,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 632,  Location: 2.1MI NE OF LITCHFIELD (Lat: 44.208333,  Lng: -69.821667),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 1,247 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,871 (year 2027),  Design Load: HS 20,  Features Intersected: INTERSTATE 295,  Facility Carried by Structure: POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.1 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6321,  Location: 2.0 MI N GARDINER T.L. (Lat: 44.215000,  Lng: -69.821667),  Route carried "on" structure: State highway 9,  Year Built: 1973,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 6,383 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,936 (year 2027),  Design Load: HS 20,  Features Intersected: INTERSTATE 295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 190.080,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 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: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6322,  Location: 102.01 MILE POINT (Lat: 44.220000,  Lng: -69.821667),  Route carried "on" structure: Other road ,  Year Built: 1973,  Status: Open,  Structure Length: 6.13m (20.11ft),  Design Load: HS 20,  Features Intersected: I-95,  Facility Carried by Structure: RAMP E/I295 TPLAZA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 61.3m (201.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: Better than 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: 6323,  Location: 102.05 MILE POINT (Lat: 44.221667,  Lng: -69.826667),  Route carried "on" structure: Interstate 295,  Year Built: 1973,  Status: Open,  Structure Length: 12.41m (40.72ft),  Average Daily Traffic: 10,200 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,280 (year 2027),  Design Load: HS 20,  Features Intersected: MTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.41m (40.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $152,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $228,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 548,  Location: 101.7 MILE POINT (Lat: 44.121667,  Lng: -69.833333),  Route carried "under" structure: Interstate 95,  Year Built: 1955,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 5,400 (year 2007),  Truck Traffic: 11%,  Features Intersected: MAINETURNPIKE,  Facility Carried by Structure: ROUTE126
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 161.578,  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: 25.9m (85.0ft)

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Structure Number: 549,  Location: 102.0 MILE POINT (Lat: 44.121667,  Lng: -69.830000),  Route carried "under" structure: Interstate 95,  Year Built: 1955,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 4,790 (year 2007),  Truck Traffic: 11%,  Features Intersected: MTPK INTER,  Facility Carried by Structure: GARDINER/LITCHFIEL
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 162.045,  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: 16.2m (53.1ft)

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Structure Number: 55,  Location: 103.6 MILE POINT (Lat: 44.231667,  Lng: -69.811667),  Route carried "under" structure: Interstate 95,  Year Built: 1955,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 15,280 (year 2007),  Truck Traffic: 11%,  Features Intersected: MAINE TURNPIKE,  Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 164.378,  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: 20.4m (66.9ft)

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Structure Number: 632,  Location: 2.1MI NE OF LITCHFIELD (Lat: 44.208333,  Lng: -69.821667),  Route carried "under" structure: State highway 295,  Year Built: 1973,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 9,830 (year 2007),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 295,  Facility Carried by Structure: POND ROAD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 82.334,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 6321,  Location: 2.0 MI N GARDINER T.L. (Lat: 44.215000,  Lng: -69.821667),  Route carried "under" structure: State highway 295,  Year Built: 1973,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 8,880 (year 2007),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 295,  Facility Carried by Structure: ROUTES 9 & 126
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 83.155,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 6322,  Location: 102.01 MILE POINT (Lat: 44.220000,  Lng: -69.821667),  Route carried "under" structure: State highway 295,  Year Built: 1973,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 10,180 (year 2007),  Truck Traffic: 11%,  Features Intersected: I-95
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 83.509,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.3m (201.1ft)

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Structure Number: 6323,  Location: 102.05 MILE POINT (Lat: 44.221667,  Lng: -69.826667),  Route carried "under" structure: Interstate 95,  Year Built: 1973,  Structure Length: 12.41m (40.72ft),  Average Daily Traffic: 4,790 (year 2007),  Truck Traffic: 11%,  Features Intersected: MTA
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 162.962,  Lanes on structure: 1,  Lanes under structure: 5,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)