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Bridge Statistics for Old Town, Maine (ME) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Old Town, ME, Maine, Maine forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 19 Total length: 207 meters (679ft) Total costs: $9,786,000 Total average daily traffic: 120,595 Total average daily truck traffic: 8,150 National Bridge Inventory (NBI) Registered Bridges for Old Town
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1424, Location: .7 MI.S. #43 (Lat: 44.947778, Lng: -68.707778), Route carried "on" structure: State highway 95, Year Built: 1965, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 5,790 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 8,106 (year 2027), Design Load: HS 20+Mod, Features Intersected: PUSHAW STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.211, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 1425, Location: 1 MI N TOWNLINE (Lat: 44.918333, Lng: -68.700000), Route carried "on" structure: State highway 95, Year Built: 1965, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 5,790 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 8,106 (year 2027), Design Load: HS 20+Mod, Features Intersected: KIRKLAND RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.478, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 50.8 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1472, Location: .7 MI.N. I-95 (Lat: 44.911389, Lng: -68.685000), Route carried "on" structure: State highway , Year Built: 1952, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 18,670 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 26,138 (year 2027), Design Load: H 20, Features Intersected: S CHAN STILLWATER RIVER, Facility Carried by Structure: STILWATER AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $16,000, Total Project Cost: $236,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2084, Location: 1 MI E OF JCT RTE 16 (Lat: 44.988611, Lng: -68.675278), Route carried "on" structure: County highway 116, Year Built: 2007, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 549 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 824 (year 2027), Design Load: HS 25, Features Intersected: BIRCH STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 63.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 2314, Location: .1 MI SE JCT 16-43 (Lat: 44.950833, Lng: -68.696111), Route carried "on" structure: County highway 43, Year Built: 1981, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 4,534 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 6,348 (year 2027), Design Load: HS 20+Mod, Features Intersected: STILLWATER RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.095, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2405, Location: .5 MI N OF JCT RTE 43 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: State highway 16, Year Built: 1937, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 2,439 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 3,415 (year 2027), Design Load: H 15, Features Intersected: PUSHAW STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 296.988, Lanes on structure: 2, 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: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: November 2007, Underwater Inspection Date: October 2000, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $206,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: 2447, Location: 0.1 MI W OF JCT RTE 16 (Lat: 44.953333, Lng: -68.700556), Route carried "on" structure: County highway 43, Year Built: 1974, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 3,470 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 4,858 (year 2027), Design Load: HS 20, Features Intersected: PUSHAW STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.629, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2593, Location: 2 MI E TOWNLINE (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 64.01m (210.01ft), Average Daily Traffic: 978 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,467 (year 2027), Design Load: HS 25, Features Intersected: MUD POND INLET, Facility Carried by Structure: POPLAR STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 208, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 263, Location: 0.2 MI E OF JCT RTE 2A (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: State highway 2, Year Built: 2007, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 13,895 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 19,453 (year 2027), Design Load: HS 25, Features Intersected: E CHANNEL-PENOBSCOT RV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 251.476, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 51.8m (169.9ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.89m (39.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2008, Underwater Inspection Date: August 2001, Bridge Improvement Cost: $3,657,000, Roadway Improvement Cost: $366,000, Total Project Cost: $5,486,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 2806, Location: 0.7 MI N of jct I-95 (Lat: 44.762500, Lng: -68.684444), Route carried "on" structure: State highway , Year Built: 1952, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 18,670 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 26,138 (year 2027), Design Load: H 20, Features Intersected: N CHAN STILLWATER RIVER, Facility Carried by Structure: STILWATER AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.99m (26.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $2,572,000, Roadway Improvement Cost: $257,000, Total Project Cost: $3,858,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2928, Location: 100 FT E OF JCT RTE 2A (Lat: 44.935833, Lng: -68.644444), Route carried "on" structure: State highway 2, Year Built: 1978, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 16,465 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 23,051 (year 2027), Design Load: H 15, Features Intersected: W CHANNEL PENOBSCOT RIV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 251.283, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 65.3 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: 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 6059, Location: 1 MI.N. TOWNLINE (Lat: 44.918333, Lng: -68.700000), Route carried "on" structure: State highway 95, Year Built: 1965, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 5,840 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 8,176 (year 2027), Design Load: HS 20+Mod, Features Intersected: KIRKLAND ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 309.590, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 50.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 606, Location: .7 MI.S. #43 (Lat: 44.947500, Lng: -68.706944), Route carried "on" structure: State highway 95, Year Built: 1965, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 5,840 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 8,176 (year 2027), Design Load: HS 20+Mod, Features Intersected: PUSHAW STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 313.243, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6061, Location: I-95 INTERCHANGE 197 (Lat: 44.959167, Lng: -68.707222), Route carried "on" structure: County highway 43, Year Built: 1965, Status: Open, Structure Length: 14.11m (46.29ft), Average Daily Traffic: 2,425 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,395 (year 2027), Design Load: HS 20, Features Intersected: I-95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.711, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, 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: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 50.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 6062, Location: INTERCHANGE 198 (Lat: 44.995000, Lng: -68.701944), Route carried "on" structure: State highway 16, Year Built: 1965, Status: Open, Structure Length: 15.73m (51.61ft), Average Daily Traffic: 2,226 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,116 (year 2027), Design Load: HS 20, Features Intersected: I-95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 293.126, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, 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: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.6 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 minimum criteria, 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1425, Location: 1 MI N TOWNLINE (Lat: 44.918333, Lng: -68.700000), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 1,677 (year 2007), Truck Traffic: 5%, Features Intersected: KIRKLAND RD., Facility Carried by Structure: I-95 SB Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 6059, Location: 1 MI.N. TOWNLINE (Lat: 44.918333, Lng: -68.700000), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 1,677 (year 2007), Truck Traffic: 5%, Features Intersected: KIRKLAND ROAD, Facility Carried by Structure: I 95 NORTHBOUND Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 6061, Location: I-95 INTERCHANGE 197 (Lat: 44.959167, Lng: -68.707222), Route carried "under" structure: State highway 95, Year Built: 1965, Structure Length: 14.11m (46.29ft), Average Daily Traffic: 5,160 (year 2007), Truck Traffic: 11%, Features Intersected: I-95, Facility Carried by Structure: ROUTE #43 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 314.385, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 6062, Location: INTERCHANGE 198 (Lat: 44.995000, Lng: -68.701944), Route carried "under" structure: State highway 95, Year Built: 1965, Structure Length: 15.73m (51.61ft), Average Daily Traffic: 4,500 (year 2007), Truck Traffic: 11%, Features Intersected: I-95, Facility Carried by Structure: ROUTE 16 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 318.618, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft) Discuss this city on our hugely popular Maine forum Back to: Old Town, ME, Maine, All US cities.
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