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Bridge Statistics for Bedford, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 12
Total length: 35 meters (115ft)
Total costs: $5,116,000
Total average daily traffic: 372,300
Total average daily truck traffic: 34,017
Total future (year 2027) average daily traffic: 592,397
National Bridge Inventory (NBI) Registered Bridges for Bedford

New bridges - Historical Statistics

  • Before 1900: 1
  • 1900-1909: 1
  • 1910-1919: 0
  • 1920-1929: 0
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 2
  • 1960-1969: 1
  • 1970-1979: 2
  • 1980-1989: 0
  • 1990-1999: 0
  • 2000-2009: 5

Reconstructed bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: B040012K5MHDNBI,  Location: 1.25 MI NW RT 128 & BDFRD (Lat: 42.486231,  Lng: -71.262194),  Route carried "on" structure: State highway 225,  Year Built: 1903,  Year Reconstructed: 1926,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 41,800 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,015 (year 2027),  Features Intersected: WATER SHAWSHEEN RIVER,  Facility Carried by Structure: ST 4 GREAT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.382,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $281,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $422,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B040022K4MHDNBI,  Location: AT TWNLN BEDFORD-CARLISLE (Lat: 42.509125,  Lng: -71.314914),  Route carried "on" structure: State highway 225,  Year Built: 1955,  Status: Posted for load,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 10,600 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,741 (year 2027),  Design Load: H 20,  Features Intersected: WATER CONCORD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.340,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: November 2006,  Underwater Inspection Date: May 2006,  Bridge Improvement Cost: $1,222,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,834,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B040032B4MUNNBI,  Location: .8 MI W OF RTE 3 (Lat: 42.497842,  Lng: -71.256367),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 22,500 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,114 (year 2027),  Design Load: H 20,  Features Intersected: WATER SHAWSHEEN RIVER,  Facility Carried by Structure: ST 62 BURLINGTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.823,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $203,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $305,000 ( Estimate for 2006),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: B040062B5MUNNBI,  Location: .7 M SE OF BILLERICA (Lat: 42.517358,  Lng: -71.245161),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 24,200 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,062 (year 2027),  Features Intersected: WATER SHAWSHEEN RIVER,  Facility Carried by Structure: HWY MDDLSEX TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $313,000 ( Estimate for 2006)
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Structure Number: B040082B6MUNNBI,  Location: .1 MI E OF RTE 62 (Lat: 42.492903,  Lng: -71.256878),  Route carried "on" structure: City street ,  Year Built: 1850,  Year Reconstructed: 1961,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 11,300 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,846 (year 2027),  Design Load: H 20,  Features Intersected: WATER SHAWSHEEN RIVER,  Facility Carried by Structure: HWY PAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Owner: Town or Township 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: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Good,  Channel: Fair,  Operating Rating: 9.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: July 2006,  Other Special Inspection Date: March 2008,  Bridge Improvement Cost: $724,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $1,087,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B040102B7MUNNBI,  Location: .6 MI S OF RT 4 & 225 (Lat: 42.484736,  Lng: -71.277900),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,793 (year 2029),  Features Intersected: WATER ELM BROOK,  Facility Carried by Structure: HWY SOUTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  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: 1.4m (4.6ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.50m (1.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $217,000 ( Estimate for 2006)
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Structure Number: B04011AY9MHDNBI,  Location: RT 3 AT RT 62 (Lat: 42.501958,  Lng: -71.243667),  Route carried "on" structure: US 3,  Year Built: 2004,  Status: Open,  Structure Length: 4.03m (13.22ft),  Average Daily Traffic: 59,900 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 94,600 (year 2028),  Design Load: HS 25,  Features Intersected: ST 62 BURLINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 117.060,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.2m (125.3ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B04011AYAMHDNBI,  Location: RT 3 AT RT 62 (Lat: 42.501958,  Lng: -71.243667),  Route carried "on" structure: US 3,  Year Built: 2004,  Status: Open,  Structure Length: 4.03m (13.22ft),  Average Daily Traffic: 59,900 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 94,600 (year 2028),  Design Load: HS 25,  Features Intersected: ST 62 BURLINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 117.060,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.9m (78.4ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.2m (125.3ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 94.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B04012734MHDNBI,  Location: 0.5 MI NW RT 62 & RT 3 (Lat: 42.509047,  Lng: -71.250825),  Route carried "on" structure: US 3,  Year Built: 2004,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 59,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 93,179 (year 2028),  Design Load: HS 25,  Features Intersected: WATER SHAWSHEEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.070,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B04012737MHDNBI,  Location: 0.5 MI NW RT 62 & RT 3 (Lat: 42.509044,  Lng: -71.250819),  Route carried "on" structure: US 3,  Year Built: 2004,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 59,900 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 94,600 (year 2028),  Design Load: HS 25,  Features Intersected: WATER SHAWSHEEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.070,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B04013761MHDNBI,  Location: 1.0 MI NORTH OF ROUTE 62 (Lat: 42.517856,  Lng: -71.259567),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 9.56m (31.36ft),  Average Daily Traffic: 4,000 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,317 (year 2028),  Design Load: HS 25,  Features Intersected: US 3,  Facility Carried by Structure: HWY OLD BILLERIC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.3m (158.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B040172B8MUNNBI,  Location: 2.5 MI E OF SOUTH RD (Lat: 42.473656,  Lng: -71.264389),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 9,200 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,530 (year 2029),  Design Load: H 20,  Features Intersected: WATER SHAWSHEEN RIVER,  Facility Carried by Structure: HWY SUMMER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Serious,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 72.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2008,  Underwater Inspection Date: June 2005,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $938,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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