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Bridge Statistics for Jamestown, North Dakota (ND)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 48Number of bridges
  • 512ft / 156mTotal length
  • $1,346,000Total costs
  • 210,437Total average daily traffic
  • 32,056Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Jamestown
  • No street view available for this location

New bridges in Jamestown, ND - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 11910-1919
  • 21930-1939
  • 11940-1949
  • 211950-1959
  • 51960-1969
  • 61980-1989
  • 51990-1999
  • 42000-2009
  • 22010-2019
Reconstructed bridges in Jamestown, ND - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 01960-1969
  • 31970-1979
  • 51980-1989
  • 21990-1999
  • 22000-2009
Average Bridge Daily Traffic in Jamestown, ND
Average Bridge Truck Traffic in Jamestown, ND
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 10.0%Very good
  • 40.0%Good
  • 40.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 43.3%Very good
  • 33.3%Good
  • 10.0%Satisfactory
  • 10.0%Fair
  • 3.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 13.3%Very good
  • 43.3%Good
  • 16.7%Satisfactory
  • 23.3%Fair
  • 3.3%Critical
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 29.4%Very good
  • 35.3%Good
  • 35.3%Satisfactory
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Structure Number: 4713529,  Location: WEST SIDE OF JAMESTOWN (Lat: 46.915117,  Lng: -98.735767),  Route carried "on" structure: County highway 4728,  Year Built: 1969,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 450 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 450 (year 2038),  Design Load: H 20,  Features Intersected: PIPESTEM CREEK,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.677,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $62,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4713727,  Location: RESERVOIR ISLAND (Lat: 46.942761,  Lng: -98.702450),  Route carried "on" structure: County highway ,  Year Built: 1901,  Status: Closed,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 135 (year 2020),  Average Future Daily Traffic: 182 (year 2040),  Features Intersected: JAMESTOWN RESERVOIR,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.4m (60.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Critical,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 4714332,  Location: 5 NORTH OF YPSILANTI (Lat: 46.863050,  Lng: -98.568853),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 130 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 130 (year 2038),  Design Load: H 15,  Features Intersected: JAMES RIVER,  Facility Carried by Structure: TOWNSHIP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $95,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: JMTN01,  Location: 4TH AVE. NW-JAMESTOWN (Lat: 46.918333,  Lng: -98.710000),  Route carried "on" structure: City street 8720,  Year Built: 1947,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 3,050 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,500 (year 2040),  Features Intersected: JAMES RIVER,  Facility Carried by Structure: 4TH AVENUE NW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.548,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $78,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: JMTN02,  Location: 12TH AVE. SE-JAMESTOWN (Lat: 46.891667,  Lng: -98.690000),  Route carried "on" structure: City street 8760,  Year Built: 1965,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,825 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,100 (year 2039),  Design Load: H 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: STATE HOSPITAL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $116,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: JMTN03,  Location: 2ND STREET SW-JAMESTOWN (Lat: 46.906667,  Lng: -98.731667),  Route carried "on" structure: City street 8757,  Year Built: 1986,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,000 (year 2040),  Design Load: HS 20,  Features Intersected: JAMES RIVER,  Facility Carried by Structure: 2ND STREET SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.512,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: JMTN04,  Location: 1ST STREET SW JAMESTOWN (Lat: 46.908333,  Lng: -98.715000),  Route carried "on" structure: City street 8757,  Year Built: 2005,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 1,045 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,250 (year 2039),  Design Load: HS 20,  Features Intersected: JAMES RIVER,  Facility Carried by Structure: 1ST STREET SW
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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: JMTN05,  Location: 3RD ST. NW-JAMESTOWN (Lat: 46.913333,  Lng: -98.715000),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 1,122 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: JAMES RIVER,  Facility Carried by Structure: 3RD STREET NW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: JMTN08,  Location: SOUTH OF I-94 ON CORP LIM (Lat: 46.883333,  Lng: -98.668333),  Route carried "on" structure: City street 8766,  Year Built: 1968,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,300 (year 2039),  Design Load: H 20,  Features Intersected: JAMES RIVER,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $68,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $102,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: JMTN09,  Location: S. OF 2ND ST SW-JAMESTOWN (Lat: 46.928333,  Lng: -98.733333),  Route carried "on" structure: City street 8710,  Year Built: 1992,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: PIPESTEM CREEK,  Facility Carried by Structure: 17TH AVENUE SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52264943,  Location: 1 NORTHWEST OF ND 20 (Lat: 46.913333,  Lng: -98.715000),  Route carried "on" structure: US 52,  Year Built: 1939,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 5,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,810 (year 2040),  Design Load: H 20,  Features Intersected: JAMES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 426.293,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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 minimum criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $276,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 52915484,  Location: WEST JAMESTOWN BYPASS (Lat: 46.935000,  Lng: -98.740000),  Route carried "on" structure: US 52,  Year Built: 2003,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 4,200 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,950 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: RED R. VALLEY/WESTERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1473.014,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 52915716,  Location: WEST JAMESTOWN BYPASS (Lat: 46.933333,  Lng: -98.741667),  Route carried "on" structure: US 52,  Year Built: 2003,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 4,200 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,950 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: PIPESTEM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1473.387,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 52917499,  Location: WEST JAMESTOWN BYPASS (Lat: 46.906667,  Lng: -98.751667),  Route carried "on" structure: US 52,  Year Built: 2003,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 4,200 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,950 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BN-SANTA FE RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1476.256,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 94256224,  Location: 2 WEST OF JAMESTOWN (Lat: 46.893333,  Lng: -98.753333),  Route carried "on" structure: Bypass US 52,  Year Built: 1959,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 400 (year 2040),  Design Load: HS 20,  Features Intersected: I 94/US 52 BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1477.825,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 94257002,  Location: 1 WEST OF US 281 (Lat: 46.891525,  Lng: -98.738247),  Route carried "on" structure: Business State highway 94,  Year Built: 1957,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,950 (year 2040),  Design Load: HS 20,  Features Intersected: I-94/WEST JAMESTOWN INT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1491.331,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 76.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 94258055,  Location: JCT US 281 & I-94 (Lat: 46.885850,  Lng: -98.718011),  Route carried "on" structure: US 281,  Year Built: 1957,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 13,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,700 (year 2040),  Design Load: HS 20,  Features Intersected: I-94/US 281 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.588,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 94259523 L,  Location: 1 EAST OF US 281 (Lat: 46.887486,  Lng: -98.688356),  Route carried "on" structure: Interstate 94,  Year Built: 1957,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 3,400 (year 2040),  Design Load: HS 20,  Features Intersected: HOSPITAL ROAD SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 417.573,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.5 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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 94259523 R,  Location: 1 EAST OF US 281 (Lat: 46.887281,  Lng: -98.688269),  Route carried "on" structure: Interstate 94,  Year Built: 1957,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 3,400 (year 2040),  Design Load: HS 20,  Features Intersected: HOSPITAL ROAD SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 417.573,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.5 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 94259847 L,  Location: JUST WEST JCT. 52 & I-94 (Lat: 46.888333,  Lng: -98.680000),  Route carried "on" structure: Interstate 94,  Year Built: 1957,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 3,400 (year 2040),  Design Load: HS 20,  Features Intersected: JAMES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 418.094,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 94259847 R,  Location: JUST WEST JCT. 52 & I-94 (Lat: 46.888333,  Lng: -98.680000),  Route carried "on" structure: Interstate 94,  Year Built: 1957,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 3,400 (year 2040),  Design Load: HS 20,  Features Intersected: JAMES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 418.094,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 94260125 L,  Location: SE JAMESTOWN INTERCHANGE (Lat: 46.890000,  Lng: -98.673333),  Route carried "on" structure: Interstate 94,  Year Built: 2017,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 4,560 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,990 (year 2040),  Design Load: HL 93,  Features Intersected: BNRR & SE JAMESTOWN INT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 418.541,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.74m (22.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $260,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $390,000,  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: 94260125 R,  Location: SE JAMESTOWN INTERCHANGE (Lat: 46.890000,  Lng: -98.673333),  Route carried "on" structure: Interstate 94,  Year Built: 1958,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 4,100 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,100 (year 2040),  Design Load: HS 20,  Features Intersected: BNRR & SE JAMESTOWN INT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 418.541,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 69.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 94260304 L,  Location: JUST EAST OF JCT US 52 (Lat: 46.890000,  Lng: -98.671667),  Route carried "on" structure: Interstate 94,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 4,100 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,100 (year 2040),  Design Load: HS 20,  Features Intersected: BNRR SEP-MINOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 418.829,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 94260304 R,  Location: JUST EAST OF JCT.US-52 (Lat: 46.890000,  Lng: -98.671667),  Route carried "on" structure: Interstate 94,  Year Built: 1958,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 4,100 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,100 (year 2040),  Design Load: HS 20,  Features Intersected: BNRR SEP/MINOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 418.829,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 94262361,  Location: 2 EAST OF US 52 (Lat: 46.891667,  Lng: -98.628333),  Route carried "on" structure: County highway 4739,  Year Built: 1997,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 630 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,140 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-94/BLOOM INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 94265371,  Location: 7 EAST OF US 281 (Lat: 46.891667,  Lng: -98.565000),  Route carried "on" structure: Interstate 94,  Year Built: 1958,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,400 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,400 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 426.982,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: October 2021
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Structure Number: 94265699 L,  Location: 8 EAST OF US 281 (Lat: 46.892153,  Lng: -98.558961),  Route carried "on" structure: Interstate 94,  Year Built: 1988,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,200 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,200 (year 2040),  Design Load: HS 20,  Features Intersected: MINOR ROAD SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 427.510,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.7 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 94265699 R,  Location: 8 EAST OF US 281 (Lat: 46.891956,  Lng: -98.558947),  Route carried "on" structure: Interstate 94,  Year Built: 1987,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,200 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,200 (year 2040),  Design Load: HS 20,  Features Intersected: MINOR ROAD SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 427.510,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 281068593 L,  Location: 1 NORTH OF I-94 (Lat: 46.898333,  Lng: -98.708333),  Route carried "on" structure: US 281,  Year Built: 1960,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 10,370 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,200 (year 2040),  Design Load: HS 20,  Features Intersected: JAMES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.366,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.42m (14.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $227,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 281068596 R,  Location: 1 NORTH OF I-94 (Lat: 46.898808,  Lng: -98.708514),  Route carried "on" structure: US 52,  Year Built: 1933,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 10,370 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,200 (year 2040),  Design Load: HS 20,  Features Intersected: JAMES RIVER,  Facility Carried by Structure: US HIGHWAY 281
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 428.600,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: JMTN06 B,  Location: 4TH AVE. NE-JAMESTOWN (Lat: 46.910000,  Lng: -98.703333),  Route carried "under" structure: City street 8740,  Year Built: 1917,  Structure Length: 0. m,  Average Daily Traffic: 9,100 (year 2009),  Truck Traffic: 1%,  Features Intersected: BNSF RAILROAD UNDERPASS,  Facility Carried by Structure: BNSF RAILROAD
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.161,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 5.5m (18.0ft)

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Structure Number: JMTN10 B,  Location: AT INTERCH SE JAMESTOWN (Lat: 46.891667,  Lng: -98.673333),  Route carried "under" structure: Business City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,750 (year 2010),  Truck Traffic: 2%,  Features Intersected: BNSF RAILROAD UNDERPASS,  Facility Carried by Structure: BNSF RAILROAD
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 94256224,  Location: 2 WEST OF JAMESTOWN (Lat: 46.893333,  Lng: -98.753333),  Route carried "under" structure: Interstate 94,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2011),  Truck Traffic: 19%,  Features Intersected: I 94/US 52 BYPASS,  Facility Carried by Structure: US 52 BYPASS
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 412.353,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 94256224,  Location: 2 WEST OF JAMESTOWN (Lat: 46.893333,  Lng: -98.753333),  Route carried "under" structure: Interstate 94,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2011),  Truck Traffic: 19%,  Features Intersected: I 94/US 52 BYPASS,  Facility Carried by Structure: US 52 BYPASS
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 412.353,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 94257002,  Location: 1 WEST OF US 281 (Lat: 46.891525,  Lng: -98.738247),  Route carried "under" structure: Interstate 94,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2011),  Truck Traffic: 25%,  Features Intersected: I-94/WEST JAMESTOWN INT
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 413.605,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 94258055,  Location: JCT US 281 & I-94 (Lat: 46.885850,  Lng: -98.718011),  Route carried "under" structure: Interstate 94,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 6,800 (year 2011),  Truck Traffic: 23%,  Features Intersected: I-94/US 281 INTERCHANGE,  Facility Carried by Structure: US HIGHWAY 281
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 415.299,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 94258055,  Location: JCT US 281 & I-94 (Lat: 46.885850,  Lng: -98.718011),  Route carried "under" structure: Interstate 94,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 6,800 (year 2011),  Truck Traffic: 23%,  Features Intersected: I-94/US 281 INTERCHANGE,  Facility Carried by Structure: US HIGHWAY 281
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 415.299,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 94259523 L,  Location: 1 EAST OF US 281 (Lat: 46.887486,  Lng: -98.688356),  Route carried "under" structure: City street ,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 2011),  Truck Traffic: 23%,  Features Intersected: HOSPITAL ROAD SEPARATION,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 94259523 R,  Location: 1 EAST OF US 281 (Lat: 46.887281,  Lng: -98.688269),  Route carried "under" structure: City street ,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 2011),  Truck Traffic: 23%,  Features Intersected: HOSPITAL ROAD SEPARATION,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 94260125 L,  Location: SE JAMESTOWN INTERCHANGE (Lat: 46.890000,  Lng: -98.673333),  Route carried "under" structure: Ramp City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 4,100 (year 2011),  Truck Traffic: 20%,  Features Intersected: BNRR & SE JAMESTOWN INT,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 6.54m (21.46ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 94260125 R,  Location: SE JAMESTOWN INTERCHANGE (Lat: 46.890000,  Lng: -98.673333),  Route carried "under" structure: Ramp City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 4,100 (year 2011),  Truck Traffic: 20%,  Features Intersected: BNRR & SE JAMESTOWN INT,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 94260304 L,  Location: JUST EAST OF JCT US 52 (Lat: 46.890000,  Lng: -98.671667),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 4,100 (year 2011),  Truck Traffic: 20%,  Features Intersected: BNRR SEP-MINOR ROAD,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 7.12m (23.36ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 94260304 R,  Location: JUST EAST OF JCT.US-52 (Lat: 46.890000,  Lng: -98.671667),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 4,100 (year 2011),  Truck Traffic: 20%,  Features Intersected: BNRR SEP/MINOR ROAD,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 94262361,  Location: 2 EAST OF US 52 (Lat: 46.891667,  Lng: -98.628333),  Route carried "under" structure: Interstate 94,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 8,400 (year 2011),  Truck Traffic: 19%,  Features Intersected: I-94/BLOOM INTERCHANGE,  Facility Carried by Structure: COUNTY HIWAY 4739
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 422.229,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 94262361,  Location: 2 EAST OF US 52 (Lat: 46.891667,  Lng: -98.628333),  Route carried "under" structure: Interstate 94,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 8,400 (year 2011),  Truck Traffic: 19%,  Features Intersected: I-94/BLOOM INTERCHANGE,  Facility Carried by Structure: COUNTY HIWAY 4739
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 422.229,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 94265699 L,  Location: 8 EAST OF US 281 (Lat: 46.892153,  Lng: -98.558961),  Route carried "under" structure: Other road ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 2011),  Truck Traffic: 19%,  Features Intersected: MINOR ROAD SEPARATION,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 94265699 R,  Location: 8 EAST OF US 281 (Lat: 46.891956,  Lng: -98.558947),  Route carried "under" structure: Other road ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 2011),  Truck Traffic: 19%,  Features Intersected: MINOR ROAD SEPARATION,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 12.5m (41.0ft)

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