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


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 92ft / 28mTotal length
  • $883,000,000Total costs
  • 17,735Total average daily traffic
  • 2,051Total average daily truck traffic
  • 13,524Total future (year 2029) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Morris
  • No street view available for this location

New bridges in Morris, MN - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 11940-1949
  • 11960-1969
  • 21970-1979
  • 21980-1989
  • 51990-1999
  • 12010-2018
Average Bridge Daily Traffic in Morris, MN
Average Bridge Truck Traffic in Morris, MN
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 60.0%Good
  • 20.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 60.0%Very good
  • 20.0%Good
  • 20.0%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 60.0%Good
  • 40.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 9.1%Excellent
  • 36.4%Very good
  • 27.3%Good
  • 27.3%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 14.3%Excellent
  • 28.6%Very good
  • 28.6%Good
  • 28.6%Satisfactory
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Structure Number: 5964,  Location: 3.2 MI SE OF MORRIS (Lat: 45.552300,  Lng: -95.875961),  Route carried "on" structure: State highway 9,  Year Built: 1921,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 2,298 (year 2008),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,050 (year 2029),  Design Load: HS 15,  Features Intersected: POMME DE TERRE RIVER
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: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.28m (0.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $821,000,000,  Total Project Cost: $883,000,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6388,  Location: 3.6 MI W OF MORRIS (Lat: 45.571414,  Lng: -95.981514),  Route carried "on" structure: State highway 28,  Year Built: 1947,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,797 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,600 (year 2029),  Design Load: H 20,  Features Intersected: MUDDY 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: 128.0m (419.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in 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: October 2016,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 75001,  Location: AT THE JCT TH 9 (Lat: 45.570008,  Lng: -95.898286),  Route carried "on" structure: US 59,  Year Built: 1996,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 1,450 (year 2004),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,450 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: TH 9;BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 75001,  Location: AT THE JCT TH 9 (Lat: 45.570008,  Lng: -95.898286),  Route carried "under" structure: State highway 9,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 4,150 (year 2004),  Truck Traffic: 12%,  Features Intersected: TH 9;BNSF RR
Minimum Vertical Clearance: 7.86m (25.79ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 75002,  Location: 0.2 MI E OF JCT TH 59 (Lat: 45.607261,  Lng: -95.880675),  Route carried "on" structure: State highway 28,  Year Built: 1984,  Status: Open,  Structure Length: 3.09m (10.14ft),  Average Daily Traffic: 2,398 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,300 (year 2029),  Design Load: HS 20,  Features Intersected: POMME DE TERRE RIVER
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: 134.0m (439.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  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: 75003,  Location: 3.8 MI S OF JCT TH 9 (Lat: 45.517075,  Lng: -95.912278),  Route carried "on" structure: US 59,  Year Built: 1996,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 1,249 (year 2008),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,450 (year 2029),  Design Load: Railroad,  Features Intersected: POMME DE TERRE RIVER
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: 134.0m (439.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  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: 75501,  Location: 0.7 MI E OF JCT TH9 (Lat: 45.571514,  Lng: -95.884925),  Route carried "on" structure: County highway 10,  Year Built: 1967,  Status: Posted for load,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 1,381 (year 2008),  Average Future Daily Traffic: 1,400 (year 2029),  Features Intersected: POMME DE TERRE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 0.9m (3.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2017,  Underwater Inspection Date: June 2016,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 75J09,  Location: 0.25 MI W OF JCT TH 59 (Lat: 45.542550,  Lng: -95.916092),  Route carried "on" structure: County highway 30,  Year Built: 1999,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 25 (year 1993),  Average Future Daily Traffic: 25 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in 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 48 months,  Inspection Date: November 2017,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 75J15,  Location: 1.1 MI E OF JCT TH 59 (Lat: 45.652183,  Lng: -95.860956),  Route carried "on" structure: County highway 70,  Year Built: 2017,  Status: Open,  Structure Length: 1.91m (6.27ft),  Average Daily Traffic: 270 (year 2017),  Average Future Daily Traffic: 324 (year 2037),  Design Load: HL 93,  Features Intersected: POMME DE TERRE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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 6 months,  Inspection Date: September 2017
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Structure Number: 91347,  Location: 0.8 MI NE OF JCT TH 59 (Lat: 45.628942,  Lng: -95.872467),  Route carried "on" structure: County highway 45,  Year Built: 1977,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 20 (year 1986),  Average Future Daily Traffic: 20 (year 2029),  Design Load: HS 20,  Features Intersected: POMME DE TERRE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in 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 48 months,  Inspection Date: December 2016,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 9333,  Location: 2.6 MI N OF JCT CSAH 8 (Lat: 45.536861,  Lng: -95.891883),  Route carried "on" structure: County highway 5,  Year Built: 1978,  Status: Open,  Structure Length: 0.25m (0.82ft),  Average Daily Traffic: 241 (year 2008),  Average Future Daily Traffic: 245 (year 2029),  Design Load: HS 20,  Features Intersected: POMME DE TERRE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in 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 48 months,  Inspection Date: October 2017,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 96681,  Location: 1.5 MI S OF JCT TH 28 (Lat: 45.548697,  Lng: -95.953492),  Route carried "on" structure: County highway 7,  Year Built: 1989,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 207 (year 2008),  Average Future Daily Traffic: 210 (year 2029),  Design Load: HS 20,  Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in 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 48 months,  Inspection Date: November 2017,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 97382,  Location: 2.0 MI S OF JCT TH 9 (Lat: 45.540550,  Lng: -95.912461),  Route carried "on" structure: US 59,  Year Built: 1996,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 1,249 (year 2008),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,450 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: MUDDY 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: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in 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 48 months,  Inspection Date: October 2016,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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