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

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Structure Number: 167,  Location: BEGIN ROUTE 24 (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: Ramp State highway ,  Year Built: 1980,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 59 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 89 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MCRR,  Facility Carried by Structure: RTE 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1533,  Location: I-95 INTERCHANGE 27 (Lat: 44.178333,  Lng: -69.835000),  Route carried "on" structure: State highway 201,  Year Built: 1973,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 4,910 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,874 (year 2027),  Design Load: HS 20,  Features Intersected: I-295 S.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.396,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2101,  Location: 0.1 MI N JCT WATER ST. (Lat: 44.230556,  Lng: -69.774444),  Route carried "on" structure: State highway 201,  Year Built: 1918,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 15,820 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,148 (year 2027),  Design Load: H 15,  Features Intersected: COBBOSSEE STREAM & STREE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.282,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $2,334,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $3,501,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2605,  Location: 0.7 MI E OF W. GARDINER (Lat: 44.219983,  Lng: -69.790117),  Route carried "on" structure: State highway 9,  Year Built: 1908,  Year Reconstructed: 1947,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 8,210 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,494 (year 2027),  Design Load: H 15,  Features Intersected: COBBOSSEE STREAM
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 193.186,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2006,  Underwater Inspection Date: May 2006,  Bridge Improvement Cost: $1,478,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $2,217,000 ( Estimate for 2004),  Deck Structure Type: Open Grating

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Structure Number: 3098,  Location: .2 MI S RTE 201 (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: County highway 24,  Year Built: 1933,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 7,630 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,682 (year 2027),  Design Load: H 15,  Features Intersected: COBBOSSEE STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.163,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 51.7 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $81,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $122,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 507,  Location: .1 MI N JCT 9&126 (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 1,434 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,151 (year 2027),  Design Load: HS 25,  Features Intersected: COBBOSSEECONTE STREAM,  Facility Carried by Structure: WINTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6318,  Location: 1 MI N'LY RICHMOND T.L. (Lat: 44.186667,  Lng: -69.833333),  Route carried "on" structure: State highway 201,  Year Built: 1973,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 4,910 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,874 (year 2027),  Design Load: HS 20,  Features Intersected: I-295 N.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.525,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6319,  Location: GARDNER/W GARDINER (Lat: 44.201667,  Lng: -69.823333),  Route carried "on" structure: State highway 295,  Year Built: 1974,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 9,830 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,762 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: COBBOSSEECONTEE STR,  Facility Carried by Structure: I-95 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.111,  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: Good,  Channel: Satisfactory,  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: Better than 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: November 2006,  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: 1533,  Location: I-95 INTERCHANGE 27 (Lat: 44.178333,  Lng: -69.835000),  Route carried "under" structure: State highway 295,  Year Built: 1973,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 9,290 (year 2007),  Truck Traffic: 11%,  Features Intersected: I-295 S.B.,  Facility Carried by Structure: RTE. 201
Minimum Vertical Clearance: 0.53m (1.74ft),  Kilometerpoint: 5.375,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 2101,  Location: 0.1 MI N JCT WATER ST. (Lat: 44.230556,  Lng: -69.774444),  Route carried "under" structure: City street ,  Year Built: 1918,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 746 (year 2007),  Truck Traffic: 5%,  Features Intersected: COBBOSSEE STREAM & STREE,  Facility Carried by Structure: ROUTE 9 & US 201
Minimum Vertical Clearance: 3.35m (10.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 6318,  Location: 1 MI N'LY RICHMOND T.L. (Lat: 44.186667,  Lng: -69.833333),  Route carried "under" structure: State highway 295,  Year Built: 1973,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 9,000 (year 2007),  Truck Traffic: 11%,  Features Intersected: I-295 N.B.,  Facility Carried by Structure: RTE.#201
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 79.727,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)