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Bridge Statistics for Savage, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Savage, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 35 meters (115ft) Total costs: $188,000 Total average daily traffic: 265,314 Total average daily truck traffic: 12,740 National Bridge Inventory (NBI) Registered Bridges for Savage
Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 5263, Location: 0.2 MI S OF JCT TH13 (Lat: 44.778369, Lng: -93.343269), Route carried "on" structure: City street 115, Year Built: 1938, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,750 (year 2005), Features Intersected: CREDIT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Inventory Rating: 35.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $30,000, Total Project Cost: $110,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5829, Location: 1.7 MI E OF JCT TH 101 (Lat: 44.778939, Lng: -93.343144), Route carried "on" structure: State highway 13, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 52,000 (year 2004), Truck Traffic: 7%, Design Load: H 15, Features Intersected: CREDIT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Poor, Culverts: Fair, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 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: November 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 583, Location: 0.2 MI W OF JCT TH 13 (Lat: 44.779689, Lng: -93.382178), Route carried "on" structure: State highway 801B, Year Built: 1939, Status: Open, Structure Length: 0.50m (1.64ft), Average Daily Traffic: 22,750 (year 2004), Truck Traffic: 8%, Features Intersected: County 101 Eagle 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: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $5,000, Total Project Cost: $78,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5830A, Location: S FRNT RD OF TH 101 (Lat: 44.779503, Lng: -93.382467), Route carried "on" structure: City street 101, Year Built: 1992, Status: Open, Structure Length: 0.41m (1.35ft), Average Daily Traffic: 925 (year 2007), Design Load: HS 25, Features Intersected: EAGLE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.1 metric tons, Inventory Rating: 39.0 metric tons, Structural Evaluation: Equal 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 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5831, Location: 0.6 MI E OF JCT TH 101 (Lat: 44.777625, Lng: -93.365478), Route carried "on" structure: State highway 13, Year Built: 1939, Status: Open, Structure Length: 0.35m (1.15ft), Average Daily Traffic: 26,000 (year 2004), Truck Traffic: 7%, Features Intersected: STREAM 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: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.5m (11.5ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: 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: November 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 70511, Location: 0.1 MI E OF JCT CSAH 31 (Lat: 44.767936, Lng: -93.328733), Route carried "on" structure: County highway 16, Year Built: 1982, Status: Open, Structure Length: 5.60m (18.37ft), Average Daily Traffic: 13,000 (year 2005), Design Load: HS 20, Features Intersected: CP RAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.2m (72.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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: 70531, Location: 0.3 MI N OF HANREHAN LK (Lat: 44.735225, Lng: -93.336092), Route carried "on" structure: City street 122, Year Built: 1992, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,600 (year 2005), Design Load: H 20, Features Intersected: CREDIT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 49.0 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal 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: September 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 70533, Location: 0.3 MI W OF JCT TH 13 (Lat: 44.771667, Lng: -93.385000), Route carried "on" structure: City street 108, Year Built: 1998, Status: Open, Structure Length: 3.40m (11.15ft), Average Daily Traffic: 2,750 (year 2005), Design Load: HS 25, Features Intersected: E BR EAGLE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.4m (70.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.8 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, Inspection Date: September 2006, 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: 70534, Location: 0.3 MI W OF JCT TH 13 (Lat: 44.775000, Lng: -93.385833), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 2,946 (year 2007), Design Load: HS 25, Features Intersected: EAGLE CREEK, Facility Carried by Structure: 126TH ST 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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.8 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: 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: September 2006, 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: 70547, Location: 0.7 MI N OF CSAH 16 (Lat: 44.771267, Lng: -93.343736), Route carried "on" structure: City street 103, Year Built: 2006, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 3,400 (year 2006), Average Future Daily Traffic: 18,000 (year 2024), Features Intersected: CREDIT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 70J03, Location: 0.4 MI W OF JCT CSAH 31 (Lat: 44.768333, Lng: -93.345000), Route carried "on" structure: County highway 16, Year Built: 1999, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 13,000 (year 2005), Design Load: HS 20, Features Intersected: CREDIT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 70J04, Location: 0.2 MI N OF HANREHAM LK (Lat: 44.731669, Lng: -93.343836), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 565 (year 2007), Design Load: HS 20, Features Intersected: CREDIT RIVER, Facility Carried by Structure: BRIDGEWATER DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m Condition: Channel: Very good, Culverts: Very good, Operating Rating: 49.0 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 70J05, Location: 0.2 MI S OF 126TH ST (Lat: 44.772406, Lng: -93.397819), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 438 (year 2007), Design Load: HS 20, Features Intersected: EAGLE CREEK, Facility Carried by Structure: INDEPENDANCE AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 49.0 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 70J36, Location: 0.2 MI E JCT CSAH 27 (Lat: 44.724444, Lng: -93.371111), Route carried "on" structure: City street 104, Year Built: 2007, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 4,250 (year 2005), Design Load: HS 25, Features Intersected: CREDIT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 68.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2008, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 91105, Location: 0.2 MI W OF JCT TH 13 (Lat: 44.779853, Lng: -93.381858), Route carried "on" structure: State highway 801B, Year Built: 1965, Status: Open, Structure Length: 0.50m (1.64ft), Average Daily Traffic: 22,750 (year 2004), Truck Traffic: 8%, Features Intersected: County 101 Eagle 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: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Equal to 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: August 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9721, Location: 0.9 MI E OF JCT CSAH 27 (Lat: 44.746600, Lng: -93.337950), Route carried "on" structure: County highway 42, Year Built: 1993, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 35,000 (year 2005), Design Load: HS 25, Features Intersected: CREDIT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, 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: Very good, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Equal 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: June 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5528, Location: 1.4 MI E OF JCT TH 101 (Lat: 44.778875, Lng: -93.350972), Route carried "under" structure: State highway 13, Year Built: 1939, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 52,000 (year 2004), Truck Traffic: 7%, Features Intersected: MN 13, Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.5m (41.0ft) Find on map >>
Structure Number: 70541, Location: 0.4 MI E OF CSAH 27 (Lat: 44.778906, Lng: -93.350969), Route carried "under" structure: City street 115, Year Built: 2006, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 790 (year 2005), Features Intersected: TH 13 S FRONTAGE ROAD, Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: L3, Location: 0.6 MI S OF JCT TH13 (Lat: 44.769847, Lng: -93.336231), Route carried "under" structure: City street 119, Year Built: 1926, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 7,400 (year 2005), Features Intersected: LYNN AVE (MSAS 119), Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 3.57m (11.71ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 5.0m (16.4ft) Find on map >>
Structure Number: L3126, Location: 0.5 MI N OF JCT CSAH 16 (Lat: 44.772656, Lng: -93.343761), Route carried "under" structure: City street 102, Year Built: 1923, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 2,000 (year 2005), Features Intersected: MSAS 102(QUENTIN AVE), Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 0.32m (1.05ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.5m (27.9ft) Discuss this city on our hugely popular Minnesota forum Back to: Savage, MN, Minnesota, All US cities.
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