Bridge Statistics for Minnetrista, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: 27588,  Location: 0.1 MI S OF JCT CSAH 151 (Lat: 44.962025,  Lng: -93.665722),  Route carried "on" structure: County highway 110,  Year Built: 1981,  Status: Open,  Structure Length: 0.40m (1.31ft),  Average Daily Traffic: 6,700 (year 2005),  Design Load: HS 20,  Features Intersected: PAINTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Inventory Rating: 35.9 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 27632,  Location: 0.5 MI S OF JCT CSAH 110 (Lat: 44.918953,  Lng: -93.684425),  Route carried "on" structure: County highway 44,  Year Built: 1984,  Status: Open,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 4,475 (year 2005),  Design Load: HS 20,  Features Intersected: CHAN-HALSTED & PRIEST BA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.4 metric tons,  Inventory Rating: 36.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 27A76,  Location: 0.1 MI N OF JCT TH 7 (Lat: 44.901481,  Lng: -93.733050),  Route carried "on" structure: City street 10,  Year Built: 2003,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 800 (year 2001),  Average Future Daily Traffic: 2,500 (year 2024),  Design Load: HS 25,  Features Intersected: SIX MILE CREEK,  Facility Carried by Structure: HIGHLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.1 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $140,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 27A77,  Location: 0.7 MI S OF JCT CSAH 125 (Lat: 44.911669,  Lng: -93.651667),  Route carried "on" structure: City street 56C,  Year Built: 2003,  Status: Open,  Structure Length: 3.45m (11.32ft),  Average Daily Traffic: 800 (year 2004),  Design Load: HS 25,  Features Intersected: ZIMMERMANS PASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 83.3 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $367,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 27R07,  Location: 1.7 mi E of county line (Lat: 44.900000,  Lng: -93.733333),  Route carried "on" structure: State highway 7,  Year Built: 2002,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 15,500 (year 2004),  Truck Traffic: 7%,  Features Intersected: Six Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 90611,  Location: 0.1 MI N OF JCT CR 26 (Lat: 44.972028,  Lng: -93.731842),  Route carried "on" structure: County highway 92,  Year Built: 1941,  Status: Open,  Structure Length: 0.36m (1.18ft),  Average Daily Traffic: 3,300 (year 2005),  Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Inventory Rating: 35.9 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $37,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 90627,  Location: 0.6 MI W OF JCT CSAH 110 (Lat: 44.974936,  Lng: -93.686422),  Route carried "on" structure: County highway 26,  Year Built: 1941,  Status: Open,  Structure Length: 0.41m (1.35ft),  Average Daily Traffic: 1,150 (year 2005),  Features Intersected: PAINTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 61.5 metric tons,  Inventory Rating: 33.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 97504,  Location: 0.2 MI N OF JCT TH 7 (Lat: 44.895000,  Lng: -93.676667),  Route carried "on" structure: County highway 44,  Year Built: 1994,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,475 (year 2005),  Design Load: HS 25,  Features Intersected: PARK ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Superstructure: Good,  Substructure: Very good,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 97614,  Location: 0.2 MI N OF JCT TH 7 (Lat: 44.895833,  Lng: -93.676667),  Route carried "on" structure: County highway 44,  Year Built: 1994,  Status: Open,  Structure Length: 0.41m (1.35ft),  Average Daily Traffic: 4,475 (year 2005),  Design Load: HS 25,  Features Intersected: PED WALKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Culverts: Very good,  Operating Rating: 58.8 metric tons,  Inventory Rating: 39.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 90612,  Location: 0.3 MI S OF JCT TH 7 (Lat: 44.897581,  Lng: -93.747247),  Route carried "under" structure: County highway 92,  Year Built: 1949,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 5,700 (year 2005),  Features Intersected: CSAH 92,  Facility Carried by Structure: DAK RAIL
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.6m (44.6ft)