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Bridge Statistics for Woolwich, Maine (ME) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Woolwich, ME, Maine, Maine forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 48 meters (157ft) Total costs: $3,895,000 Total average daily traffic: 74,790 Total average daily truck traffic: 6,613 National Bridge Inventory (NBI) Registered Bridges for Woolwich
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 627, Location: 0.8 MI W OLD BATH RD (Lat: 43.993817, Lng: -69.707583), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 350 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 525 (year 2027), Features Intersected: MONSTWEAG BROOK, Facility Carried by Structure: OLD STAGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 984, Location: 0.3 MI SW RTE 127 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2027), Features Intersected: NEQUASSET BROOK, Facility Carried by Structure: DANA'S MILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007 Find on map >>
Structure Number: 986, Location: .4 MI E RTE 127 (Lat: 44.003367, Lng: -69.760233), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 70 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 105 (year 2027), Features Intersected: NEQUASSET BROOK, Facility Carried by Structure: HEDGE BRIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.026, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 24.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006 Find on map >>
Structure Number: 987, Location: 0.4 MI N,LY OF RTE 1 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 580 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 870 (year 2027), Design Load: HS 25, Features Intersected: SMO RAILROAD, Facility Carried by Structure: NEQUASSET ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 994, Location: 100' S OF WRIGHT RD (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street , Year Built: 1945, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 30 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 45 (year 2027), Features Intersected: NEQUASSET BROOK, Facility Carried by Structure: NEQUASSET RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.8m (12.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 13.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2007, Underwater Inspection Date: March 2007, Bridge Improvement Cost: $782,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,173,000 ( Estimate for 2004), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 1013, Location: 0.1 MI SE OLD ARROWSIC RD (Lat: 43.912778, Lng: -69.798611), Route carried "on" structure: City street , Year Built: 1926, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 40 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2027), Features Intersected: MCRR, Facility Carried by Structure: REED STREET (ROAD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.7m (12.1ft) Condition: Deck: Good, Superstructure: Serious, Substructure: Fair, Channel: Critical, Operating Rating: 19.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $978,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,467,000 ( Estimate for 2004), Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 2577, Location: ON TOWNLINE (Lat: 43.963333, Lng: -69.721667), Route carried "on" structure: State highway 1, Year Built: 1931, Year Reconstructed: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 17,520 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 24,528 (year 2027), Design Load: H 20, Features Intersected: MONTSWEAG BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 145.308, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $587,000, Roadway Improvement Cost: $59,000, Total Project Cost: $880,000 ( Estimate for 2004), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2601, Location: 1 MI E OR W JCT US 1 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 300 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 450 (year 2027), Design Load: H 20, Features Intersected: NEQUASSET POND, Facility Carried by Structure: OLD RTE 1 (GEO WRI Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: March 2007, Underwater Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2639, Location: 0.5 MI W OF TOWNLINE (Lat: 43.961667, Lng: -69.725278), Route carried "on" structure: State highway 1, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 17,340 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 24,276 (year 2027), Design Load: H 20, Features Intersected: MCRR (STATE RR) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.873, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Serious, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: November 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3039, Location: 1.1 MI NE OF BATH T L (Lat: 43.921667, Lng: -69.800000), Route carried "on" structure: State highway 1, Year Built: 1933, Year Reconstructed: 1981, Status: Open, Structure Length: 20.57m (67.49ft), Average Daily Traffic: 17,700 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 24,780 (year 2027), Design Load: HS 20+Mod, Features Intersected: M C RR & A MARSH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.631, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, 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: 14.9m (48.9ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5399, Location: 0.1 MI S US 1 (Lat: 43.911667, Lng: -69.801389), Route carried "on" structure: County highway 127, Year Built: 1949, Year Reconstructed: 1986, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,690 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,766 (year 2027), Design Load: H 20, Features Intersected: MDOT RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 52.6 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000 ( 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: 5641, Location: 0.3 MI E JCT 127 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 700 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,050 (year 2027), Design Load: H 15, Features Intersected: LAKE NEQUASSET (INLET), Facility Carried by Structure: OLD STAGE ROAD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.4 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: Equal to present minimum 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: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 5695, Location: 2 MI E 127 (Lat: 43.936667, Lng: -69.775000), Route carried "on" structure: State highway 1, Year Built: 1957, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 17,360 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 24,304 (year 2027), Design Load: H 20, Features Intersected: NEGUASSET LAKE OUTLET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.675, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 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: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Underwater Inspection Date: December 2005, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $189,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1012, Location: 0.3 MI S'LY OF ROUTE 1 (Lat: 43.912222, Lng: -69.799444), Route carried "under" structure: City street , Year Built: 1926, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10 (year 2007), Truck Traffic: 5%, Features Intersected: OLD ARROWSIC ROAD, Facility Carried by Structure: SMO RAILROAD Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.4m (34.1ft) Discuss this city on our hugely popular Maine forum Back to: Woolwich, ME, Maine, All US cities.
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