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

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Structure Number: 1102,  Location: 1.4 MI SO TOWNLINE (Lat: 43.343611,  Lng: -70.561944),  Route carried "on" structure: State highway 1,  Year Built: 1981,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 6,820 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,548 (year 2027),  Design Load: H 20,  Features Intersected: B & M RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.065,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 80.7 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum 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: 1267,  Location: 1.3 MI NW RTE 1 (Lat: 43.370556,  Lng: -70.571944),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 350 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 525 (year 2027),  Design Load: HS 25,  Features Intersected: BRANCH BROOK,  Facility Carried by Structure: HARRASEEKET RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Good,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008

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Structure Number: 1318,  Location: 15.21 MILE POINT (Lat: 43.271667,  Lng: -70.621667),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 1,950 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,925 (year 2027),  Design Load: HS 25,  Features Intersected: MTPK,  Facility Carried by Structure: TATNIC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1319,  Location: 17.3 MILE POINT (Lat: 43.296667,  Lng: -70.616667),  Route carried "on" structure: County highway 9,  Year Built: 2000,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 3,130 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,382 (year 2027),  Design Load: HS 25,  Features Intersected: MTPK,  Facility Carried by Structure: LITTLEFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.189,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  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: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  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

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Structure Number: 1322,  Location: 19.0 MILE POINT (Lat: 43.320000,  Lng: -70.611667),  Route carried "on" structure: Interstate 95,  Year Built: 1947,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 22,770 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 31,878 (year 2027),  Design Load: HS 20,  Features Intersected: B&MRR (NB),  Facility Carried by Structure: MTPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.207,  Lanes on structure: 2,  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: 3,  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: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.4 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,  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

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Structure Number: 1323,  Location: 19.10 MILE POINT (Lat: 43.323333,  Lng: -70.603333),  Route carried "on" structure: Interstate 95,  Year Built: 1999,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 22,770 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 31,878 (year 2027),  Design Load: HS 25,  Features Intersected: SANFORD RD/RTE 9 & 109,  Facility Carried by Structure: MTPK (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.449,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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

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Structure Number: 1324,  Location: 19.3 MILE POINT (Lat: 43.325000,  Lng: -70.608333),  Route carried "on" structure: Interstate 95,  Year Built: 1947,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 22,770 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 31,878 (year 2027),  Design Load: HS 20,  Features Intersected: WELLS INTERCHANGE,  Facility Carried by Structure: MTPK (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.690,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $79,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $118,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1325,  Location: 19.9 MILE POINT (Lat: 43.333333,  Lng: -70.601667),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 740 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,110 (year 2027),  Design Load: HS 25,  Features Intersected: MTPK,  Facility Carried by Structure: BURNT MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1326,  Location: 21.4 MILE POINT (Lat: 43.351667,  Lng: -70.591667),  Route carried "on" structure: Interstate 95,  Year Built: 1947,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 23,710 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 33,194 (year 2027),  Design Load: HS 20,  Features Intersected: MERRILAND RIVER,  Facility Carried by Structure: MAINE TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.054,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006

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Structure Number: 1327,  Location: 21.7 MILE POINT (Lat: 43.356667,  Lng: -70.575000),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 750 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,125 (year 2027),  Design Load: H 15,  Features Intersected: MTPK,  Facility Carried by Structure: COLES HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present 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: Integral Concrete

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Structure Number: 1478,  Location: 19.01 MILE POINT (Lat: 43.320000,  Lng: -70.611667),  Route carried "on" structure: Interstate 95,  Year Built: 1947,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 22,820 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 31,948 (year 2027),  Design Load: HS 20,  Features Intersected: B&MRR (SB),  Facility Carried by Structure: MTPKSB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 456.024,  Lanes on structure: 2,  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: 3,  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: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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

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Structure Number: 1479,  Location: 19.11 MILE POINT (Lat: 43.323333,  Lng: -70.603333),  Route carried "on" structure: Interstate 95,  Year Built: 1999,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 22,820 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 31,948 (year 2027),  Design Load: HS 25,  Features Intersected: SANFORD RD/RTE 9 & 109,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 455.992,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  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: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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

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Structure Number: 148,  Location: 19.31 MILE POINT (Lat: 43.325000,  Lng: -70.608333),  Route carried "on" structure: Interstate 95,  Year Built: 1947,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 19,920 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 27,888 (year 2027),  Design Load: HS 20,  Features Intersected: WELLS INTER.,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 455.364,  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),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.9 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,  Underclear: High priority of corrective action,  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: 2126,  Location: 1.2 MI S TOWNLINE (Lat: 43.343611,  Lng: -70.561944),  Route carried "on" structure: State highway 1,  Year Built: 1931,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 9,100 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,740 (year 2027),  Design Load: H 20,  Features Intersected: MERRILAND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.196,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 58.8 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: Superior to present desirable criteria,  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 48 months,  Inspection Date: January 2008,  Underwater Inspection Date: June 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2263,  Location: 2.3 MI NW I95 (Lat: 43.344722,  Lng: -70.645000),  Route carried "on" structure: State highway 109,  Year Built: 1967,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 8,870 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,418 (year 2027),  Design Load: H 20,  Features Intersected: MERRILAND R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.083,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $87,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $130,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2468,  Location: KENNEBUNK-WELLS TL (Lat: 43.348611,  Lng: -70.545278),  Route carried "on" structure: State highway 9,  Year Built: 1930,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,500 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,300 (year 2027),  Design Load: H 20,  Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.948,  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: 5.5m (18.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal 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: Bituminous,  Membrane: Built-up

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Structure Number: 3175,  Location: 0.5 MI E JCT US1 (Lat: 43.304167,  Lng: -70.576389),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 6,380 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,932 (year 2027),  Design Load: HS 25,  Features Intersected: WEBHANNET RIVER,  Facility Carried by Structure: MILE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $262,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $393,000 ( 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: 3199,  Location: 2.2 MI NW'LY OF RTE 9A (Lat: 43.355000,  Lng: -70.653611),  Route carried "on" structure: State highway 109,  Year Built: 1940,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 7,780 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,892 (year 2027),  Design Load: H 15,  Features Intersected: B&M RR (NO TRACKS)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 8.175,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 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: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $689,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,034,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32,  Location: 1.3 MI W JCT 1 (Lat: 43.321667,  Lng: -70.602778),  Route carried "on" structure: State highway 9,  Year Built: 1988,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 17,540 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,556 (year 2027),  Design Load: HS 25,  Features Intersected: B & M RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.671,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3765,  Location: .5 MI E JCT US1 (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: City street ,  Year Built: 1942,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 1,860 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,790 (year 2027),  Design Load: H 15,  Features Intersected: OGUNQUIT RIVER,  Facility Carried by Structure: TW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 39.9 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Underwater Inspection Date: June 2005,  Bridge Improvement Cost: $1,147,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,720,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3771,  Location: 0.2 MI SW OF JCT RTE 9 (Lat: 43.345000,  Lng: -70.553056),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 240 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 360 (year 2027),  Design Load: H 15,  Features Intersected: MERRILAND RIVER,  Facility Carried by Structure: TW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $621,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $932,000 ( Estimate for 2004),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3844,  Location: 2 MI N JCT 109 (Lat: 43.359722,  Lng: -70.441944),  Route carried "on" structure: Alternate County highway 9,  Year Built: 1948,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,920 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,880 (year 2027),  Design Load: H 15,  Features Intersected: MERRILAND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.925,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $116,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5338,  Location: 1.8 MI SW OF JCT RTE 109 (Lat: 43.315000,  Lng: -70.651667),  Route carried "on" structure: State highway 9,  Year Built: 1953,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 7,230 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,122 (year 2027),  Design Load: H 20,  Features Intersected: B&M RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.149,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.0 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $306,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6122,  Location: 1.7 MI W JCT US1 (Lat: 43.265000,  Lng: -70.623611),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 750 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,125 (year 2027),  Design Load: H 20,  Features Intersected: OGUNQUIT RIVER,  Facility Carried by Structure: CAPTAIN THOMAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.398,  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: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $300,000 ( Estimate for 2004),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1318,  Location: 15.21 MILE POINT (Lat: 43.271667,  Lng: -70.621667),  Route carried "under" structure: Interstate 95,  Year Built: 2000,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 22,780 (year 2007),  Truck Traffic: 11%,  Features Intersected: MTPK,  Facility Carried by Structure: TATNIC ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.406,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 1319,  Location: 17.3 MILE POINT (Lat: 43.296667,  Lng: -70.616667),  Route carried "under" structure: Interstate 95,  Year Built: 2000,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 22,770 (year 2007),  Truck Traffic: 11%,  Features Intersected: MTPK,  Facility Carried by Structure: LITTLEFIELD ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 26.635,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 1323,  Location: 19.10 MILE POINT (Lat: 43.323333,  Lng: -70.603333),  Route carried "under" structure: State highway 9,  Year Built: 1999,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 17,540 (year 2007),  Truck Traffic: 9%,  Features Intersected: SANFORD RD/RTE 9 & 109,  Facility Carried by Structure: MTPK (NB)
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 24.285,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 1324,  Location: 19.3 MILE POINT (Lat: 43.325000,  Lng: -70.608333),  Route carried "under" structure: Ramp Other road ,  Year Built: 1947,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 7,010 (year 2007),  Truck Traffic: 11%,  Features Intersected: WELLS INTERCHANGE,  Facility Carried by Structure: MTPK (NB)
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.338,  Lanes on structure: 3,  Lanes under structure: 2,  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: 1325,  Location: 19.9 MILE POINT (Lat: 43.333333,  Lng: -70.601667),  Route carried "under" structure: Interstate 95,  Year Built: 2000,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 23,710 (year 2007),  Truck Traffic: 11%,  Features Intersected: MTPK,  Facility Carried by Structure: BURNT MILL ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 31.656,  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: 34.1m (111.9ft)

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Structure Number: 1327,  Location: 21.7 MILE POINT (Lat: 43.356667,  Lng: -70.575000),  Route carried "under" structure: Interstate 95,  Year Built: 2002,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 23,710 (year 2007),  Truck Traffic: 11%,  Features Intersected: MTPK,  Facility Carried by Structure: COLES HILL RD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 34.263,  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: 37.8m (124.0ft)

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Structure Number: 1479,  Location: 19.11 MILE POINT (Lat: 43.323333,  Lng: -70.603333),  Route carried "under" structure: State highway 9,  Year Built: 1999,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 17,540 (year 2007),  Truck Traffic: 9%,  Features Intersected: SANFORD RD/RTE 9 & 109,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 24.269,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 148,  Location: 19.31 MILE POINT (Lat: 43.325000,  Lng: -70.608333),  Route carried "under" structure: Ramp Other road ,  Year Built: 1947,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 7,010 (year 2007),  Truck Traffic: 11%,  Features Intersected: WELLS INTER.,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 2,  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: 5337,  Location: .1 MI N JCT 9 (Lat: 43.345833,  Lng: -70.561667),  Route carried "under" structure: City street ,  Year Built: 1920,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 210 (year 2007),  Truck Traffic: 5%,  Features Intersected: TOWN WAY OLD ROUTE 1,  Facility Carried by Structure: BOSTON AND MAINE R
Minimum Vertical Clearance: 4.09m (13.42ft),  Kilometerpoint: 0.008,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.0m (68.9ft)