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

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Structure Number: 25,  Location: 0.4 MI N MAYALL RD (Lat: 43.897222,  Lng: -70.295000),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 380 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 570 (year 2027),  Design Load: HS 20,  Features Intersected: COLLYER BK,  Facility Carried by Structure: MERRILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $111,000 ( Estimate for 2004),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 286,  Location: 59.9 MILE POINT (Lat: 43.836667,  Lng: -70.325000),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 1,240 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,860 (year 2027),  Design Load: H 15,  Features Intersected: MTPK,  Facility Carried by Structure: DUTTON HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.021,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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 corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $2,071,000,  Roadway Improvement Cost: $207,000,  Total Project Cost: $3,106,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 287,  Location: 60.8 MILE POINT (Lat: 43.850000,  Lng: -70.323333),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 14,670 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 20,538 (year 2027),  Design Load: HS 20,  Features Intersected: EAGLES NEST ROAD,  Facility Carried by Structure: MTPK (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.673,  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: 3,  Length of Maximum Span: 8.8m (28.9ft),  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: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 288,  Location: 62.9 MILE POINT (Lat: 43.878333,  Lng: -70.328333),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 1,460 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,190 (year 2027),  Design Load: H 15,  Features Intersected: MTPK,  Facility Carried by Structure: CENTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.968,  Lanes on structure: 5,  Lanes under structure: 2,  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: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 289,  Location: 63.3 MILE POINT (Lat: 43.883333,  Lng: -70.336667),  Route carried "on" structure: State highway 202,  Year Built: 1955,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 18,120 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,368 (year 2027),  Design Load: H 20,  Features Intersected: MTPK,  Facility Carried by Structure: WEST GRAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.767,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $190,000 ( 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: 29,  Location: 63.1 MILE POINT (Lat: 43.880000,  Lng: -70.333333),  Route carried "on" structure: Ramp Other road ,  Year Built: 1955,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 7,800 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,920 (year 2027),  Design Load: HS 20,  Features Intersected: MTPK,  Facility Carried by Structure: GRAY INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 5,  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: 5,  Length of Maximum Span: 16.2m (53.1ft),  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: Poor,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $207,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 291,  Location: 64.3 MILE POINT (Lat: 43.898333,  Lng: -70.341667),  Route carried "on" structure: State highway 26,  Year Built: 1955,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 7,380 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,332 (year 2027),  Design Load: H 20,  Features Intersected: MTPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.596,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  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: 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: 10.73m (35.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $149,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $224,000 ( 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: 292,  Location: 66.2 MILE POIINT (Lat: 43.923333,  Lng: -70.336667),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 1,600 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,400 (year 2027),  Design Load: H 15,  Features Intersected: MTPK,  Facility Carried by Structure: WEYMOUTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 58.5m (191.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.07m (19.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $2,038,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $3,057,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 306,  Location: 61.6 MILE POINT (Lat: 43.861667,  Lng: -70.325000),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 14,670 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 20,538 (year 2027),  Design Load: HS 20,  Features Intersected: HUNTS HILL RD,  Facility Carried by Structure: MTPK (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.317,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $295,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $442,000 ( 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: 149,  Location: 60.81 MILE POINT (Lat: 43.850000,  Lng: -70.323333),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 15,430 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 21,602 (year 2027),  Design Load: HS 20,  Features Intersected: EAGLES NEST ROAD,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 388.576,  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: 3,  Length of Maximum Span: 8.8m (28.9ft),  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: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2386,  Location: 1.2 MI S JCT ROUTE 115 (Lat: 43.870833,  Lng: -70.325833),  Route carried "on" structure: State highway 26,  Year Built: 1922,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,970 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,758 (year 2027),  Design Load: H 20,  Features Intersected: PLEASANT RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.297,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.9 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,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2618,  Location: .7*MI*S*TOWNLINE (Lat: 43.918367,  Lng: -70.316883),  Route carried "on" structure: State highway 202,  Year Built: 1922,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 11,720 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,408 (year 2027),  Design Load: H 20,  Features Intersected: COLLIER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.289,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.0 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,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5781,  Location: 1.0 MI W OF NEWGLOUC. TL. (Lat: 43.890950,  Lng: -70.277267),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 2,250 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,150 (year 2027),  Design Load: H 20,  Features Intersected: ROYAL RIVER,  Facility Carried by Structure: DEPOT RD SA 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.9 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 286,  Location: 59.9 MILE POINT (Lat: 43.836667,  Lng: -70.325000),  Route carried "under" structure: Interstate 95,  Year Built: 1955,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 14,670 (year 2007),  Truck Traffic: 11%,  Features Intersected: MTPK,  Facility Carried by Structure: DUTTON HILL RD
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 95.144,  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: 17.1m (56.1ft)

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Structure Number: 287,  Location: 60.8 MILE POINT (Lat: 43.850000,  Lng: -70.323333),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 370 (year 2007),  Truck Traffic: 5%,  Features Intersected: EAGLES NEST ROAD,  Facility Carried by Structure: MTPK (NB)
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 8.8m (28.9ft)

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Structure Number: 288,  Location: 62.9 MILE POINT (Lat: 43.878333,  Lng: -70.328333),  Route carried "under" structure: Interstate 95,  Year Built: 1955,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 14,670 (year 2007),  Truck Traffic: 11%,  Features Intersected: MTPK,  Facility Carried by Structure: CENTER ROAD
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 99.989,  Lanes on structure: 5,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 289,  Location: 63.3 MILE POINT (Lat: 43.883333,  Lng: -70.336667),  Route carried "under" structure: Interstate 95,  Year Built: 1955,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 8,570 (year 2007),  Truck Traffic: 11%,  Features Intersected: MTPK,  Facility Carried by Structure: WEST GRAY ROAD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 100.664,  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: 24.4m (80.1ft)

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Structure Number: 29,  Location: 63.1 MILE POINT (Lat: 43.880000,  Lng: -70.333333),  Route carried "under" structure: Interstate 95,  Year Built: 1955,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 8,570 (year 2007),  Truck Traffic: 11%,  Features Intersected: MTPK,  Facility Carried by Structure: GRAY INTERCHANGE
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 100.359,  Lanes on structure: 2,  Lanes under structure: 5,  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: 291,  Location: 64.3 MILE POINT (Lat: 43.898333,  Lng: -70.341667),  Route carried "under" structure: Interstate 95,  Year Built: 1955,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 10,130 (year 2007),  Truck Traffic: 11%,  Features Intersected: MTPK,  Facility Carried by Structure: SHAKER RD/RTE 26
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 102.209,  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: 29.9m (98.1ft)

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Structure Number: 292,  Location: 66.2 MILE POIINT (Lat: 43.923333,  Lng: -70.336667),  Route carried "under" structure: Interstate 95,  Year Built: 1955,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 10,130 (year 2007),  Truck Traffic: 11%,  Features Intersected: MTPK,  Facility Carried by Structure: WEYMOUTH RD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 105.203,  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: 58.5m (191.9ft)

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Structure Number: 306,  Location: 61.6 MILE POINT (Lat: 43.861667,  Lng: -70.325000),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 550 (year 2007),  Truck Traffic: 5%,  Features Intersected: HUNTS HILL RD,  Facility Carried by Structure: MTPK (NB)
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 149,  Location: 60.81 MILE POINT (Lat: 43.850000,  Lng: -70.323333),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 370 (year 2007),  Truck Traffic: 5%,  Features Intersected: EAGLES NEST ROAD,  Facility Carried by Structure: MTPK (SB)
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 8.8m (28.9ft)