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Bridge Statistics for Medway, Maine (ME) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Medway, ME, Maine, Maine forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 209 meters (686ft) Total costs: $5,613,000 Total average daily traffic: 43,761 Total average daily truck traffic: 4,302 National Bridge Inventory (NBI) Registered Bridges for Medway
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 818, Location: 5.2 MI SE ROUTE 11&157 (Lat: 45.579167, Lng: -68.464722), Route carried "on" structure: County highway 116, Year Built: 1997, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 615 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 923 (year 2027), Design Load: HS 25, Features Intersected: PATTAGUMPUS STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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, Inspection Date: May 2007, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Preformed Fabric Find on map >>
Structure Number: 1409, Location: 2.1 MI. S. OF MEDWAY T.L. (Lat: 45.639167, Lng: -68.500556), Route carried "on" structure: State highway 95, Year Built: 1976, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 2,710 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 3,794 (year 2027), Features Intersected: SALMON STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.342, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.5 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: Better than 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 141, Location: .2 MI.S. #157 (Lat: 45.603333, Lng: -68.521667), Route carried "on" structure: State highway 95, Year Built: 1966, Status: Open, Structure Length: 33.83m (110.99ft), Average Daily Traffic: 4,300 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 6,020 (year 2027), Design Load: HS 20+Mod, Features Intersected: PENOBSCOT R & MAIN ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.993, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 70.1m (230.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.4 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: Meets minimum limits, Underclear: 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: Febuary 2007, Underwater Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 1411, Location: .3 MI.S. #157 (Lat: 45.600000, Lng: -68.526667), Route carried "on" structure: State highway 95, Year Built: 1966, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 4,300 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 6,020 (year 2027), Design Load: HS 20+Mod, Features Intersected: ROUTE 116 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.363, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 2256, Location: 0.2 MI JCT RTE 11 (Lat: 45.613333, Lng: -68.537500), Route carried "on" structure: State highway 11, Year Built: 1999, Status: Open, Structure Length: 16.22m (53.22ft), Average Daily Traffic: 6,979 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 9,771 (year 2027), Design Load: HS 25, Features Intersected: EAST BRANCH PENOBSCOT RV Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 435.666, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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: October 2007, Underwater Inspection Date: October 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Preformed Fabric Find on map >>
Structure Number: 2738, Location: 2.7 MI.E. I-95 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: State highway 157, Year Built: 1939, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,413 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,120 (year 2027), Design Load: HS 20, Features Intersected: SALMON STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.247, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), 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: 59.9 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: 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2007, Underwater Inspection Date: November 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 3009, Location: <1 MI SW JCT RTE 157 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: County highway 116, Year Built: 1935, Status: Posted for load-capacity, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 2,336 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,270 (year 2027), Design Load: H 15, Features Intersected: W BR PENOBSCOT RIVER Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 89.850, 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, Number Of Approach Spans: 3, Length of Maximum Span: 64.0m (210.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 35.4 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 replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $3,742,000, Roadway Improvement Cost: $374,000, Total Project Cost: $5,613,000 ( Estimate for 2004), Deck Structure Type: Open Grating Find on map >>
Structure Number: 6077, Location: .3 MI.S. #157 (Lat: 45.600000, Lng: -68.526667), Route carried "on" structure: State highway 95, Year Built: 1966, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,480 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 4,872 (year 2027), Design Load: HS 20+Mod, Features Intersected: ROUTE 116 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 389.767, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6078, Location: .2 MI.S. #157 (Lat: 45.603333, Lng: -68.521667), Route carried "on" structure: State highway 95, Year Built: 1966, Status: Open, Structure Length: 33.83m (110.99ft), Average Daily Traffic: 3,480 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 4,872 (year 2027), Design Load: HS 20+Mod, Features Intersected: PENOBSCOT R. & MAIN ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 389.864, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 70.1m (230.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.4 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: Meets minimum limits, Underclear: 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: Febuary 2007, Underwater Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 6141, Location: INTERCHANGE 244 (56) (Lat: 45.608333, Lng: -68.518333), Route carried "on" structure: State highway 157, Year Built: 1966, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 5,637 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 7,892 (year 2027), Design Load: HS 20, Features Intersected: I-95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.944, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 51.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6164, Location: MILE 240 (5.1 M N TL) (Lat: 45.638611, Lng: -68.499722), Route carried "on" structure: State highway 95, Year Built: 1966, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,690 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 3,766 (year 2027), Design Load: HS 20, Features Intersected: SALMON STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 394.611, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 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: 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: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.8 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: 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, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Preformed Fabric Find on map >>
Structure Number: 141, Location: .2 MI.S. #157 (Lat: 45.603333, Lng: -68.521667), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 33.83m (110.99ft), Average Daily Traffic: 135 (year 2007), Truck Traffic: 5%, Features Intersected: PENOBSCOT R & MAIN ST., Facility Carried by Structure: I-95 (S.B.) Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 1.159, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 70.1m (230.0ft) Find on map >>
Structure Number: 1411, Location: .3 MI.S. #157 (Lat: 45.600000, Lng: -68.526667), Route carried "under" structure: County highway 116, Year Built: 1966, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 1,749 (year 2007), Truck Traffic: 8%, Features Intersected: ROUTE 116, Facility Carried by Structure: I-95 SB / ROUTE 11 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 88.546, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft) Find on map >>
Structure Number: 6077, Location: .3 MI.S. #157 (Lat: 45.600000, Lng: -68.526667), Route carried "under" structure: County highway 116, Year Built: 1966, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 1,712 (year 2007), Truck Traffic: 8%, Features Intersected: ROUTE 116, Facility Carried by Structure: I 95 NB Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 88.369, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft) Find on map >>
Structure Number: 6078, Location: .2 MI.S. #157 (Lat: 45.603333, Lng: -68.521667), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 33.83m (110.99ft), Average Daily Traffic: 135 (year 2007), Truck Traffic: 5%, Features Intersected: PENOBSCOT R. & MAIN ST., Facility Carried by Structure: I-95 NB Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 1.191, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 70.1m (230.0ft) Find on map >>
Structure Number: 6141, Location: INTERCHANGE 244 (56) (Lat: 45.608333, Lng: -68.518333), Route carried "under" structure: State highway 95, Year Built: 1966, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 2,090 (year 2007), Truck Traffic: 11%, Features Intersected: I-95, Facility Carried by Structure: ROUTE 157 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 39.033, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Discuss this city on our hugely popular Maine forum Back to: Medway, ME, Maine, All US cities.
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