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Bridge Statistics for Portland, Maine (ME) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Portland, ME, Maine, Maine forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 83
Total length: 501 meters (1,644ft) Total costs: $24,870,000 Total average daily traffic: 1,259,977 Total average daily truck traffic: 107,115 National Bridge Inventory (NBI) Registered Bridges for Portland
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 321, Location: .7 MI SE RT25-BRIGHTON AV (Lat: 70.511667, Lng: -44.106667), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,442 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 9,019 (year 2031), Features Intersected: CAPISIC POND OUTLET, Facility Carried by Structure: CAPISIC STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 11, Underwater Inspection Date: May 11 Find on map >> Show street view
Structure Number: 328, Location: ADJINT BEACH,CLARK&YORK (Lat: 43.646667, Lng: -70.261944), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 585 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 878 (year 2031), Features Intersected: PTRR (ABANDONED), Facility Carried by Structure: BEACH ST & BAY BR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft) Condition: Culverts: Poor, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11 Find on map >> Show street view
Structure Number: 34, Location: 0.2 MI. E. RT. 100 (Lat: 43.693056, Lng: -70.276944), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,804 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 2,706 (year 2031), Design Load: HS 20, Features Intersected: FALL BROOK, Facility Carried by Structure: RAY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m Condition: Channel: Very good, Culverts: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12 Find on map >> Show street view
Structure Number: 343, Location: 0.391 mi W of SR 9 (Lat: 43.651111, Lng: -70.331389), Route carried "on" structure: State highway 22, Year Built: 2007, Status: Open, Structure Length: 7.64m (25.07ft), Average Daily Traffic: 13,175 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 18,445 (year 2031), Design Load: H 20, Features Intersected: MTPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.4m (129.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.34m (20.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $2,114,000, Roadway Improvement Cost: $211,000, Total Project Cost: $3,171,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 344, Location: 0.158 mi W of Jetport Rd (Lat: 43.655000, Lng: -70.331111), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1992, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 23,510 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 32,914 (year 2031), Design Load: HS 20, Features Intersected: STROUDWATER RIVER, Facility Carried by Structure: MTPK NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.126, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.5m (83.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 35.9 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: 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: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 345, Location: 0.415 mi SW of SR 25 (Lat: 43.660833, Lng: -70.331944), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 6,808 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 9,531 (year 2031), Design Load: H 20, Features Intersected: MTPK, Facility Carried by Structure: WESTBROOK ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $2,258,000, Roadway Improvement Cost: $226,000, Total Project Cost: $3,387,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 346, Location: 0.214 mi NW of Pinetree (Lat: 43.671389, Lng: -70.329167), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1992, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 23,040 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 32,256 (year 2031), Design Load: HS 20, Features Intersected: MCRR (NB), Facility Carried by Structure: MTPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.138, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.9 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 347, Location: 0.119 mi SE of Riverside (Lat: 43.676389, Lng: -70.327222), Route carried "on" structure: State highway 25, Year Built: 2004, Status: Open, Structure Length: 6.39m (20.96ft), Average Daily Traffic: 21,485 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 30,079 (year 2031), Design Load: H 20, Features Intersected: MTPK, Facility Carried by Structure: BRIGHTON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.9m (104.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $2,216,000, Roadway Improvement Cost: $222,000, Total Project Cost: $3,324,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 348, Location: 0.184 mi E of Riverside (Lat: 43.680278, Lng: -70.325278), Route carried "on" structure: Ramp Other road , Year Built: 1956, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 6,350 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 8,890 (year 2031), Design Load: HS 20, Features Intersected: MTPK, Facility Carried by Structure: RIVERSIDE/LARRABEE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Lanes under structure: 5, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 35.9 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 replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.42m (34.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 12, Bridge Improvement Cost: $3,250,000, Roadway Improvement Cost: $325,000, Total Project Cost: $4,875,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 349, Location: 0.297 mi E of Riverside (Lat: 43.686667, Lng: -70.322222), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1993, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 18,670 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 26,138 (year 2031), Design Load: HS 20, Features Intersected: WARREN AVE, Facility Carried by Structure: MTPK (NB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.924, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 42.8 metric tons, Inventory Rating: 32.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: March 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 35, Location: 0.053 mi W of Riverside (Lat: 43.699444, Lng: -70.315833), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1998, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 18,670 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 26,138 (year 2031), Design Load: HS 20, Features Intersected: FOREST AVE, Facility Carried by Structure: MTPK (NB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.083, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 12.6m (41.3ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: Better than 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: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 351, Location: 0.115 mi W of Riverside (Lat: 43.715833, Lng: -70.306111), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1998, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 18,670 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 26,138 (year 2031), Design Load: HS 20, Features Intersected: RIVERSIDE ST, Facility Carried by Structure: MTPK (NB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.014, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 12.6m (41.3ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 352, Location: 0.262 mi SW of Blackstrap (Lat: 43.721667, Lng: -70.305000), Route carried "on" structure: Ramp Other road , Year Built: 1956, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 1,220 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,830 (year 2031), Design Load: HS 20, Features Intersected: MTPK, Facility Carried by Structure: FALMOUTH SPUR INTR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Lanes under structure: 5, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.9 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.13m (39.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $21,000, Total Project Cost: $320,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 366, Location: 0.1 MI S RT 25 (Lat: 43.670833, Lng: -70.309167), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 159 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 239 (year 2031), Design Load: HS 20, Features Intersected: CAPISIC BROOK, Facility Carried by Structure: LUCAS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal 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, Inspection Date: January 12 Find on map >> Show street view
Structure Number: 815, Location: 0.1 MI E NB & SB DIVERGE (Lat: 43.678889, Lng: -70.256389), Route carried "on" structure: Ramp State highway , Year Built: 1987, Status: Open, Structure Length: 14.57m (47.80ft), Average Daily Traffic: 2,550 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 3,570 (year 2031), Design Load: HS 25, Features Intersected: I295 & WASH AVE NB & SB, Facility Carried by Structure: US1 (BAXTER BLVD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.4m (149.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft) 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 corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing Find on map >> Show street view
Structure Number: 816, Location: 0.1 MI N BACK X'INGUKEYS (Lat: 43.679444, Lng: -70.256389), Route carried "on" structure: State highway 295, Year Built: 1987, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 25,780 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 36,092 (year 2031), Design Load: HS 25, Features Intersected: RTE 26 (WASH AVE) N B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.056, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 27.3m (89.6ft) Condition: Deck: Good, Superstructure: Very 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing Find on map >> Show street view
Structure Number: 817, Location: 0.1 MI NE NB&SB CONVERGE (Lat: 43.679444, Lng: -70.256667), Route carried "on" structure: Ramp State highway , Year Built: 1987, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 1,810 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 2,715 (year 2031), Design Load: HS 25, Features Intersected: WASHINGTON AVE NB & SB, Facility Carried by Structure: US1 (BAXTER BLVD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.4m (149.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing Find on map >> Show street view
Structure Number: 82, Location: 0.1 MI S OF JCT I295 SB (Lat: 43.673333, Lng: -70.257222), Route carried "on" structure: Ramp State highway 26, Year Built: 1990, Status: Open, Structure Length: 12.34m (40.49ft), Average Daily Traffic: 6,240 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 8,736 (year 2031), Design Load: HS 25, Features Intersected: I295NB&SB&ECOMMERCIAL ST, Facility Carried by Structure: WASHINGTON AVE SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft) 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: Better than 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: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing Find on map >> Show street view
Structure Number: 1484, Location: 0.169 mi W of Jetport Rd (Lat: 43.655000, Lng: -70.331389), Route carried "on" structure: Interstate 95, Year Built: 1956, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 24,770 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 34,678 (year 2031), Design Load: HS 20, Features Intersected: STROUDWATER RIVER, Facility Carried by Structure: MTPK (SB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 413.650, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.5m (83.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.9 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1485, Location: 0.223 mi NW of Pinetree (Lat: 43.671389, Lng: -70.329444), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1992, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 22,830 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 31,962 (year 2031), Design Load: HS 20, Features Intersected: MCRR (SB), Facility Carried by Structure: MTPK SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 411.702, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.9 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1486, Location: 0.286 mi E of Riverside (Lat: 43.686667, Lng: -70.322500), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1993, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 20,430 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 28,602 (year 2031), Design Load: HS 20, Features Intersected: WARREN AVENUE (SB), Facility Carried by Structure: MTPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 409.996, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.8 metric tons, Inventory Rating: 32.1 metric tons, 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: March 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1487, Location: 0.063 mi W of R\iverside (Lat: 43.699444, Lng: -70.316111), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1998, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 20,430 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 28,602 (year 2031), Design Load: HS 20, Features Intersected: FOREST AVENUE, Facility Carried by Structure: MTPK (SB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 408.339, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 12.6m (41.3ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1488, Location: 0.126 mi W of Riverside (Lat: 43.715833, Lng: -70.306389), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1998, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 20,430 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 28,602 (year 2031), Design Load: HS 20, Features Intersected: RIVERSIDE STREET, Facility Carried by Structure: MTPK (SB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 406.327, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 16.0m (52.5ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 2515, Location: FALMOUTH-PORTLAND TL (Lat: 43.690556, Lng: -70.245833), Route carried "on" structure: County highway 1, Year Built: 1943, Year Reconstructed: 1985, Status: Open, Structure Length: 42.76m (140.29ft), Average Daily Traffic: 17,263 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 24,168 (year 2031), Design Load: H 20, Features Intersected: PRESUMPSCOT*RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.700, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 22.9m (75.1ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 46, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Poor, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: 42.76m (140.29ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 11, Underwater Inspection Date: May 10, Bridge Improvement Cost: $819,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,228,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 2561, Location: 0.2 MI SE OF RTES (&22 (Lat: 43.656389, Lng: -70.310278), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 357 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 536 (year 2031), Design Load: HS 25, Features Intersected: STROUDWATER RV, Facility Carried by Structure: WESTBROOK STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 3.7m (12.1ft)), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 2816, Location: 0.6 MI NE OF SW JCT 9&22 (Lat: 43.657222, Lng: -70.313611), Route carried "on" structure: State highway 9, Year Built: 1989, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 23,507 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 32,910 (year 2031), Design Load: HS 25, Features Intersected: STROUDWATER RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.140, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 13.1m (43.0ft)), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 11, Underwater Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 2932, Location: PORTLAND-WESTBROOK (Lat: 43.536667, Lng: -70.325000), Route carried "on" structure: State highway 302, Year Built: 1994, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 20,851 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 29,191 (year 2031), Design Load: HS 25, Features Intersected: PRESUMPSCOT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.743, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 11, Underwater Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing Find on map >> Show street view
Structure Number: 3088, Location: 1.6 MI S TOWNLINE (Lat: 43.675000, Lng: -70.256667), Route carried "on" structure: State highway 295, Year Built: 1960, Year Reconstructed: 1986, Status: Open, Structure Length: 15.39m (50.49ft), Average Daily Traffic: 13,030 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 18,242 (year 2031), Design Load: HS 20, Features Intersected: BACK BAY (ATLANTIC O) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.686, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 42.6m (139.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum 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: 15.76m (51.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 12, Underwater Inspection Date: June 10, Bridge Improvement Cost: $4,734,000, Roadway Improvement Cost: $473,000, Total Project Cost: $7,101,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 3486, Location: 0.8 MI NE OF SW JCT 9&22 (Lat: 43.658889, Lng: -70.311111), Route carried "on" structure: State highway 9, Year Built: 1937, Year Reconstructed: 1982, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 25,776 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 36,086 (year 2031), Design Load: H 20, Features Intersected: FORE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.430, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Navigation Control: Yes ( Vertical Clearance: 0.6m (2.0ft), Horizontal Clearance: 3.7m (12.1ft)), Material/Design: Concrete, Design/Construction: Slab, 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: 2.9m (9.5ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 11, Underwater Inspection Date: October 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 3525, Location: 50 FT SW OF US1A CIRCLE (Lat: 43.643333, Lng: -70.276944), Route carried "on" structure: City street , Year Built: 1939, Year Reconstructed: 2005, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 89 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 134 (year 2031), Design Load: H 20, Features Intersected: PTRR, Facility Carried by Structure: DANFORTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 45.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $8,000, Total Project Cost: $124,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 5052, Location: .3 MI N WASHINGTON ST (Lat: 43.682500, Lng: -70.255278), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,996 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 8,394 (year 2031), Design Load: HS 25, Features Intersected: C N R R, Facility Carried by Structure: VERANDA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 63.5 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $893,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,340,000 ( Estimate for 2004), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 5182, Location: AT INTER. MAYER STREET (Lat: 43.671944, Lng: -70.310000), Route carried "on" structure: State highway 25, Year Built: 2000, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 21,425 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 29,995 (year 2031), Features Intersected: CAPISIC BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.846, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft) Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: January 11 Find on map >> Show street view
Structure Number: 5238, Location: AT INTER. PEASANT HILL RD (Lat: 43.692056, Lng: -70.278417), Route carried "on" structure: State highway 26, Year Built: 1998, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 19,840 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 27,776 (year 2031), Features Intersected: FALL BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.166, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal 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, Inspection Date: December 10 Find on map >> Show street view
Structure Number: 5616, Location: .2 MI N 26 (Lat: 43.681667, Lng: -70.255000), Route carried "on" structure: State highway 295, Year Built: 1954, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 28,330 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 39,662 (year 2031), Design Load: HS 20, Features Intersected: CNRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.282, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 32.2m (105.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 5617, Location: .1 MI N 26 (Lat: 43.680000, Lng: -70.256667), Route carried "on" structure: State highway 295, Year Built: 1954, Year Reconstructed: 1986, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 25,780 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 36,092 (year 2031), Design Load: HS 20, Features Intersected: SHERWOOD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.201, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 32.2m (105.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.1 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 5618, Location: .2MI N 26 (Lat: 43.681667, Lng: -70.255000), Route carried "on" structure: State highway 295, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 28,330 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 39,662 (year 2031), Design Load: HS 20, Features Intersected: KENSINGTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.298, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 32.2m (105.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 5915, Location: 0.2 MI N OF INT MARG.WAY (Lat: 43.506667, Lng: -70.258333), Route carried "on" structure: Ramp State highway 26, Year Built: 1960, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 6,340 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 8,876 (year 2031), Design Load: HS 20+Mod, Features Intersected: EAST COMMERCIAL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, 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: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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 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: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 5933, Location: I-295 OVER US1 (Lat: 43.685000, Lng: -70.253333), Route carried "on" structure: State highway 295, Year Built: 1961, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 22,390 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 31,346 (year 2031), Design Load: HS 20, Features Intersected: VERANDA ST & US 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.861, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 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: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 628, Location: .5 MI W US1 (Lat: 43.658333, Lng: -70.275000), Route carried "on" structure: State highway 25, Year Built: 1971, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 7,700 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 10,780 (year 2031), Design Load: HS 20, Features Intersected: I-295 + PTRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 6291, Location: 0.5 MI N TOWNLINE (Lat: 43.651667, Lng: -70.288056), Route carried "on" structure: State highway 295, Year Built: 1974, Year Reconstructed: 1995, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 24,580 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 34,412 (year 2031), Design Load: HS 20+Mod, Features Intersected: PTRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.663, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 26.1m (85.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.9 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 6292, Location: .6 MI N TOWNLINE (Lat: 43.653333, Lng: -70.287778), Route carried "on" structure: State highway 295, Year Built: 1974, Year Reconstructed: 1995, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 24,580 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 34,412 (year 2031), Design Load: HS 20+Mod, Features Intersected: Fore River Parkway Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.775, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 27.8m (91.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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