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Bridge Statistics for Mandan, North Dakota (ND) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Mandan, ND, North Dakota, North Dakota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 30 Total length: 205 meters (673ft) Total costs: $651,000 Total average daily traffic: 246,320 Total average daily truck traffic: 16,493 National Bridge Inventory (NBI) Registered Bridges for Mandan
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: MAN01, Location: LAKEWOOD HARBOR MANDAN (Lat: 46.800000, Lng: -100.833333), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 250 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2028), Design Load: HS 25, Features Intersected: WATER WAY, Facility Carried by Structure: MCKENZIE DR.SE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 69.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: Febuary 2008 Find on map >>
Structure Number: MAN02, Location: LAKEWOOD HARBOR MANDAN (Lat: 46.793333, Lng: -100.835000), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 250 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2028), Design Load: HS 25, Features Intersected: WATER WAY, Facility Carried by Structure: SOUTH BAY DR.SE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 69.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, 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: Febuary 2008 Find on map >>
Structure Number: MAN03, Location: LAKEWOOD HARBOR MANDAN (Lat: 46.786667, Lng: -100.833333), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 250 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2028), Design Load: HS 25, Features Intersected: WATER WAY, Facility Carried by Structure: BAY SHORE BEND SE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 69.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, 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: Febuary 2008 Find on map >>
Structure Number: 6067352, Location: 10TH AVE & MAIN ST MANDAN (Lat: 46.825000, Lng: -100.903333), Route carried "on" structure: State highway 6, Year Built: 1990, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 6,800 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 8,000 (year 2027), Design Load: HS 25, Features Intersected: BURLINGTON NORTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.369, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 55.8m (183.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.7m (8.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: November 2007, 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: 94152329 L, Location: 5 EAST OF ND 25 (Lat: 46.845000, Lng: -100.906667), Route carried "on" structure: Interstate 94, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 6,350 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 6,350 (year 2028), Design Load: HS 20, Features Intersected: SUNSET DR/NW MANDAN INT. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 245.097, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 94152329 R, Location: 5 EAST OF ND 25 (Lat: 46.845000, Lng: -100.906667), Route carried "on" structure: Interstate 94, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 6,350 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 6,350 (year 2028), Design Load: HS 20, Features Intersected: SUNSET DR/NW MANDAN INT. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 245.097, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 94153068 L, Location: 6 EAST OF ND 25 (Lat: 46.841667, Lng: -100.891667), Route carried "on" structure: Interstate 94, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,350 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 6,350 (year 2028), Design Load: HS 20, Features Intersected: COLLINS AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 246.286, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, 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: 16.8m (55.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 94153068 R, Location: 6 EAST OF ND 25 (Lat: 46.841667, Lng: -100.891667), Route carried "on" structure: Interstate 94, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,350 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 6,350 (year 2028), Design Load: HS 20, Features Intersected: COLLINS AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 246.286, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, 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: 16.8m (55.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 94153988 L, Location: 5 WEST OF US 83 NORTH (Lat: 46.838333, Lng: -100.873333), Route carried "on" structure: Interstate 94, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 7,750 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 7,750 (year 2028), Design Load: HS 20, Features Intersected: REFINERY ROAD INTERCHANG Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 247.767, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 94153988 R, Location: 5 WEST OF US 83 NORTH (Lat: 46.841667, Lng: -100.873333), Route carried "on" structure: Interstate 94, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 7,750 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 7,750 (year 2028), Design Load: HS 20, Features Intersected: REFINERY ROAD INTERCHANG Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 247.767, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 94154232 L, Location: 5 WEST OF US 83 NORTH (Lat: 46.836667, Lng: -100.868333), Route carried "on" structure: Interstate 94, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 7,750 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 7,750 (year 2028), Design Load: HS 20, Features Intersected: BNRR AND MISSOURI ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 248.159, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, 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: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 94154232 R, Location: 5 WEST OF US 83 NORTH (Lat: 46.836667, Lng: -100.868333), Route carried "on" structure: Interstate 94, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 7,750 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 7,750 (year 2028), Design Load: HS 20, Features Intersected: BNRR AND MISSOURI ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 248.159, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, 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: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 94155026 R, Location: 4 WEST OF US 83 NORTH (Lat: 46.828333, Lng: -100.858333), Route carried "on" structure: Ramp Interstate 94, Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 16,750 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 16,750 (year 2028), Design Load: HS 20, Features Intersected: WEST MIDWAY SEPARATION Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 249.437, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $262,000, Roadway Improvement Cost: $26,000, Total Project Cost: $393,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 94156069 R, Location: 3 WEST OF US 83 NORTH (Lat: 46.820000, Lng: -100.841667), Route carried "on" structure: Interstate 194, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 9,100 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 20,743 (year 2028), Design Load: HS 20, Features Intersected: EAST MIDWAY INTERCHANGE, Facility Carried by Structure: INTERSTATE 94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 94915101, Location: 1 WEST OF ND 6 (Lat: 46.825000, Lng: -100.910000), Route carried "on" structure: Business State highway 94, Year Built: 2007, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 3,260 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 3,492 (year 2028), Design Load: HS 25, Features Intersected: HEART RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1472.398, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, 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: March 2008, 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: 94920395, Location: 2 EAST OF MANDAN (Lat: 46.808333, Lng: -100.830000), Route carried "on" structure: Ramp Interstate 194, Year Built: 1981, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 18,200 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 19,800 (year 2028), Design Load: HS 20, Features Intersected: BUSINESS LOOP 94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.725, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, 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: 194001048 R, Location: 1 SOUTHEAST JUNCT 194 (Lat: 46.806667, Lng: -100.828333), Route carried "on" structure: Spur Interstate 194, Year Built: 1981, Status: Open, Structure Length: 14.78m (48.49ft), Average Daily Traffic: 9,100 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 12,090 (year 2028), Design Load: HS 20, Features Intersected: BUSINESS 94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.686, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 40.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, 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: 194001054 L, Location: 1 SOUTHEAST OF JUNCT 194 (Lat: 46.806667, Lng: -100.826667), Route carried "on" structure: Spur Interstate 194, Year Built: 1981, Status: Open, Structure Length: 14.78m (48.49ft), Average Daily Traffic: 9,100 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 20,964 (year 2028), Design Load: HS 20, Features Intersected: BUSINESS 94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.696, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 40.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, 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: 810000493 L, Location: MCKENZIE DRIVE INT. (Lat: 46.800000, Lng: -100.826667), Route carried "on" structure: State highway 810, Year Built: 1984, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 6,500 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 14,640 (year 2028), Design Load: HS 20, Features Intersected: MCKENZIE DRIVE, Facility Carried by Structure: BISMARCK EXPWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.793, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, 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: 810000493 R, Location: MCKENZIE DRIVE INT. (Lat: 46.800000, Lng: -100.826667), Route carried "on" structure: State highway 810, Year Built: 1984, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 6,500 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 4,670 (year 2028), Design Load: HS 20, Features Intersected: MCKENZIE DRIVE, Facility Carried by Structure: BISMARCK EXPWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.793, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, 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: 94155026 R B, Location: 4 WEST OF US 83 NORTH (Lat: 46.828333, Lng: -100.858333), Route carried "under" structure: Interstate 94, Year Built: 1965, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 16,750 (year 2008), Truck Traffic: 6%, Features Intersected: WEST MIDWAY SEPARATION Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 249.437, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 94156069 R B, Location: 3 WEST OF US 83 NORTH (Lat: 46.820000, Lng: -100.841667), Route carried "under" structure: Interstate 94, Year Built: 1965, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 11,100 (year 2008), Truck Traffic: 9%, Features Intersected: EAST MIDWAY INTERCHANGE Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 251.115, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 94917168 B, Location: EAST MANDAN (Lat: 46.830000, Lng: -100.868333), Route carried "under" structure: Business State highway 94, Year Built: 1965, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 19,600 (year 2008), Truck Traffic: 3%, Features Intersected: BNRR-KILLDEER, Facility Carried by Structure: BNRR Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1475.723, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.3m (24.0ft) Find on map >>
Structure Number: 94917953 B, Location: EAST MANDAN (Lat: 46.828333, Lng: -100.870000), Route carried "under" structure: Business State highway 94, Year Built: 1979, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 5,810 (year 2008), Truck Traffic: 5%, Features Intersected: BNRR SEPARATION, Facility Carried by Structure: BNRR Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 1476.986, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.3m (37.1ft) Find on map >>
Structure Number: 94917969 B, Location: EAST MANDAN (Lat: 46.828333, Lng: -100.870000), Route carried "under" structure: Business State highway 94, Year Built: 1979, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 5,820 (year 2008), Truck Traffic: 5%, Features Intersected: BNRR SEPARATION, Facility Carried by Structure: BNRR Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 1477.012, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.3m (37.1ft) Find on map >>
Structure Number: 94920395 B, Location: 2 EAST OF MANDAN (Lat: 46.808333, Lng: -100.830000), Route carried "under" structure: Business State highway 94, Year Built: 1981, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 12,900 (year 2008), Truck Traffic: 3%, Features Intersected: I-194/BUSINESS LOOP 94 Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 1480.916, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 194000355 B, Location: SOUTH OF I-94 (Lat: 46.816667, Lng: -100.836667), Route carried "under" structure: Business Interstate 194, Year Built: 1963, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 18,200 (year 2008), Truck Traffic: 7%, Features Intersected: BNRR SEPARATION, Facility Carried by Structure: BNRR Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 0.571, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 194001048 R B, Location: 1 SOUTHEAST JUNCT 194 (Lat: 46.806667, Lng: -100.828333), Route carried "under" structure: Business Interstate 94, Year Built: 1981, Structure Length: 14.78m (48.49ft), Average Daily Traffic: 1,400 (year 2008), Truck Traffic: 27%, Features Intersected: INTERSTATE 194 Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 1.686, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft) Find on map >>
Structure Number: 194001054 L B, Location: 1 SOUTHEAST OF JUNCT 194 (Lat: 46.806667, Lng: -100.826667), Route carried "under" structure: Business Interstate 94, Year Built: 1981, Structure Length: 14.78m (48.49ft), Average Daily Traffic: 1,400 (year 2008), Truck Traffic: 27%, Features Intersected: INTERSTATE 194 Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 1.696, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft) Find on map >>
Structure Number: 1806070039 B, Location: MANDAN-6TH AVE SE (Lat: 46.828333, Lng: -100.880000), Route carried "under" structure: State highway 1806, Year Built: 1988, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 10,880 (year 2007), Truck Traffic: 3%, Features Intersected: BN RAILROAD UNDERPASS, Facility Carried by Structure: BNRR Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 112.693, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Discuss this city on our hugely popular North Dakota forum Back to: Mandan, ND, North Dakota, All US cities.
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