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

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Structure Number: 192,  Location: .7 MI E ALLEN RD (Lat: 43.919444,  Lng: -70.201111),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 170 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 255 (year 2027),  Features Intersected: CHANDLER BROOK,  Facility Carried by Structure: SWEETSER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 27.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $638,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $957,000 ( Estimate for 2004),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 193,  Location: 100 FT N JCT LEIGHTON RD (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 240 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 360 (year 2027),  Features Intersected: CHANDLER BROOK,  Facility Carried by Structure: CHADSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.269,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $596,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $894,000 ( Estimate for 2004)

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Structure Number: 194,  Location: 0.1 MI N JCT MINOT RD (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 660 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 990 (year 2027),  Features Intersected: CHANDLER BROOK,  Facility Carried by Structure: LAWRENCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.134,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.0 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007

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Structure Number: 197,  Location: 1.5 MI W OF RTE 9 (Lat: 43.933056,  Lng: -70.188611),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 430 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 645 (year 2027),  Features Intersected: CHANDLER BROOK,  Facility Carried by Structure: POLAND RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.387,  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: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 56.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $79,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $118,000 ( Estimate for 2004),  Deck Structure Type: Wood or Timber

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Structure Number: 198,  Location: 0.3 MI SE ALLEN RD (Lat: 43.908056,  Lng: -70.221667),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,790 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,685 (year 2027),  Design Load: HS 25,  Features Intersected: CHANDLER RIVER,  Facility Carried by Structure: ELMWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007

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Structure Number: 201,  Location: 0.4 MI NW OF VERRILL RD (Lat: 43.890833,  Lng: -700.150278),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 300 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 450 (year 2027),  Design Load: HS 25,  Features Intersected: E BRANCH ROYAL RIVER,  Facility Carried by Structure: TUTTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007

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Structure Number: 5644,  Location: 1.1 MI SE JCT RTE 9 (Lat: 43.883056,  Lng: -70.165833),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 2,410 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,374 (year 2027),  Design Load: HS 25,  Features Intersected: E BRANCH ROYAL RIVER,  Facility Carried by Structure: ELMWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.311,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 57.2 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $600,000 ( 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: 5645,  Location: 0.5 MI S OF ELMWOOD RD (Lat: 43.884167,  Lng: -70.181389),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,500 (year 2027),  Design Load: H 20,  Features Intersected: E BRANCH ROYAL RIVER,  Facility Carried by Structure: HODSDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.306,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 49.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007

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Structure Number: 5646,  Location: 1.6 MI NE OF N. YARMOUTH (Lat: 43.890000,  Lng: -70.186667),  Route carried "on" structure: County highway 9,  Year Built: 1955,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,470 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,205 (year 2027),  Design Load: H 20,  Features Intersected: E BRANCH ROYAL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 129.681,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 49.0 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007

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Structure Number: 191,  Location: 1.0 MI E RTE 231 (Lat: 43.900556,  Lng: -70.236667),  Route carried "under" structure: County highway ,  Year Built: 1911,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,870 (year 2007),  Truck Traffic: 8%,  Features Intersected: ALLEN RD,  Facility Carried by Structure: GRAND TRUNK RR
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 7.065,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.1m (20.0ft)