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

Back to: North Mankato, MN, Minnesota, Minnesota forum, All US cities.

National Bridge Inventory (NBI) Statistics
Number of bridges: 14
Total length: 68 meters (223ft)
Total average daily traffic: 132,300
Total average daily truck traffic: 8,070

National Bridge Inventory (NBI) Registered Bridges for North Mankato

New bridges - Historical Statistics

1970-1979: 4
1980-1989: 2
1990-1999: 8

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Find on map >>

Structure Number: 52006, Location: 2.2 MI W OF JCT TH 169 (Lat: 44.180867, Lng: -94.053750), Route carried "on" structure: County highway 13, Year Built: 1974, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 7,800 (year 2003), Design Load: HS 20, Features Intersected: US 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.5m (96.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum 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: Low Slump Concrete

Find on map >>

Structure Number: 52007, Location: 1.2 MI W OF JCT TH 169 (Lat: 44.181067, Lng: -94.035231), Route carried "on" structure: City street 117, Year Built: 1974, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 13,700 (year 2003), Design Load: HS 20, Features Intersected: US 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.8m (91.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum 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

Find on map >>

Structure Number: 52008, Location: 2.2 MI S OF JCT TH 14 (Lat: 44.168333, Lng: -94.015000), Route carried "on" structure: Ramp US 169, Year Built: 1992, Status: Posted for load-capacity, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 2,800 (year 1994), Design Load: HS 25, Features Intersected: US 169 & RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 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: 52009, Location: 1.6 MI S OF JCT TH 14 (Lat: 44.171667, Lng: -94.006667), Route carried "on" structure: State highway 860D, Year Built: 1985, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 27,000 (year 2004), Truck Traffic: 10%, Design Load: HS 20, Features Intersected: US 169
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: August 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: 52011, Location: 2.2 MI S OF JCT TH 14 (Lat: 44.168333, Lng: -94.013333), Route carried "on" structure: Ramp US 169, Year Built: 1992, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 2,000 (year 1994), Design Load: HS 25, Features Intersected: US 169 RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 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: 52012, Location: 2.2 MI S OF JCT TH 14 (Lat: 44.168333, Lng: -94.013333), Route carried "on" structure: US 169, Year Built: 1992, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 20,000 (year 2004), Truck Traffic: 1%, Design Load: HS 25, Features Intersected: US 169 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 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: 52006, Location: 2.2 MI W OF JCT TH 169 (Lat: 44.180867, Lng: -94.053750), Route carried "under" structure: US 14, Year Built: 1974, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 13,500 (year 2004), Truck Traffic: 11%, Features Intersected: US 14, Facility Carried by Structure: CSAH 13
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.5m (96.8ft)

Find on map >>

Structure Number: 52007, Location: 1.2 MI W OF JCT TH 169 (Lat: 44.181067, Lng: -94.035231), Route carried "under" structure: US 14, Year Built: 1974, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 13,500 (year 2004), Truck Traffic: 11%, Features Intersected: US 14, Facility Carried by Structure: MSAS 117
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.8m (91.2ft)

Find on map >>

Structure Number: 52008, Location: 2.2 MI S OF JCT TH 14 (Lat: 44.168333, Lng: -94.015000), Route carried "under" structure: Ramp US 169, Year Built: 1992, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 3,000 (year 1994), Features Intersected: US 169 & RAMP
Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)

Find on map >>

Structure Number: 52009, Location: 1.6 MI S OF JCT TH 14 (Lat: 44.171667, Lng: -94.006667), Route carried "under" structure: US 169, Year Built: 1985, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 20,000 (year 2004), Truck Traffic: 11%, Features Intersected: US 169, Facility Carried by Structure: TH 860D
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 22.5m (73.8ft)

Find on map >>

Structure Number: 52011, Location: 2.2 MI S OF JCT TH 14 (Lat: 44.168333, Lng: -94.013333), Route carried "under" structure: Ramp US 169, Year Built: 1992, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 2,000 (year 1994), Features Intersected: US 169 RAMPS
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.1m (95.5ft)

Find on map >>

Structure Number: 52011, Location: 2.2 MI S OF JCT TH 14 (Lat: 44.168333, Lng: -94.013333), Route carried "under" structure: Ramp US 169, Year Built: 1992, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 1,000 (year 1994), Features Intersected: US 169 RAMPS
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.1m (95.5ft)

Find on map >>

Structure Number: 52012, Location: 2.2 MI S OF JCT TH 14 (Lat: 44.168333, Lng: -94.013333), Route carried "under" structure: Ramp US 169, Year Built: 1992, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 3,000 (year 1994), Features Intersected: US 169 RAMP
Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.5m (90.2ft)

Discuss this city on our hugely popular Minnesota forum

Back to: North Mankato, MN, Minnesota, All US cities.

City-data.com does not guarantee the accuracy or timeliness of any information on this site. Use at your own risk.
Some parts © 2009 Advameg, Inc.