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


  • National Bridge Inventory (NBI) Statistics
  • 14Number of bridges
  • 144ft / 44.3mTotal length
  • $327,000Total costs
  • 62,155Total average daily traffic
  • 11,687Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Grandin
  • No street view available for this location

New bridges in Grandin, ND - historical statistics
  • New bridges - historical statistics
  • 21930-1939
  • 111970-1979
  • 12010-2019
Reconstructed bridges in Grandin, ND - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 01960-1969
  • 21970-1979
  • 01980-1989
  • 01990-1999
  • 12000-2009
Average Bridge Daily Traffic in Grandin, ND
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 12.5%Very good
  • 12.5%Good
  • 75.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.5%Very good
  • 25.0%Good
  • 50.0%Satisfactory
  • 12.5%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.5%Very good
  • 37.5%Good
  • 37.5%Satisfactory
  • 12.5%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 20.0%Very good
  • 20.0%Good
  • 60.0%Fair
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Structure Number: 4911929,  Location: 3 WEST 1 NORTH GRANDIN (Lat: 47.256631,  Lng: -97.070172),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 20 (year 2018),  Average Future Daily Traffic: 20 (year 2038),  Design Load: HL 93,  Features Intersected: ELM RIVER,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $83,000,  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: 491233,  Location: NORTH OF GRANDIN (Lat: 47.246075,  Lng: -97.004894),  Route carried "on" structure: County highway 4919,  Year Built: 1937,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 310 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 300 (year 2039),  Design Load: H 20,  Features Intersected: ELM RIVER,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $80,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4912528,  Location: 2 EAST 2 NORTH GRANDIN (Lat: 47.268017,  Lng: -96.954878),  Route carried "on" structure: County highway 4928,  Year Built: 1937,  Year Reconstructed: 1961,  Status: Posted for load,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 130 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 120 (year 2039),  Features Intersected: ELM RIVER,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.433,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 30.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 5.52m (18.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $164,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29088947,  Location: 11 SOUTH OF ND 200 (Lat: 47.196667,  Lng: -96.988333),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 55 (year 2019),  Average Future Daily Traffic: 55 (year 2039),  Design Load: H 15,  Features Intersected: I-29/HUNTER SEPARATION,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 96 months,  Inspection Date: April 2020,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29092142,  Location: 8 SOUTH OF ND 200 (Lat: 47.238333,  Lng: -97.008333),  Route carried "on" structure: County highway 941,  Year Built: 1970,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 820 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 950 (year 2039),  Design Load: H 20,  Features Intersected: I-29/GRANDIN INTERCHANGE,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.026,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 96 months,  Inspection Date: April 2020,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 29092672 L,  Location: 1 NORTH OF GRANDIN (Lat: 47.238792,  Lng: -97.010286),  Route carried "on" structure: Interstate 29,  Year Built: 1970,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 4,350 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,350 (year 2039),  Design Load: HS 20,  Features Intersected: SOUTH BRANCH ELM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 149.109,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 29092672 R,  Location: 1 NORTH OF GRANDIN (Lat: 47.246111,  Lng: -97.013911),  Route carried "on" structure: Interstate 29,  Year Built: 1970,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 4,350 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,350 (year 2039),  Design Load: HS 20,  Features Intersected: SOUTH BRANCH ELM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 149.109,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 96 months,  Inspection Date: April 2020,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 29094196,  Location: 6 SOUTH OF ND 200 (Lat: 47.278333,  Lng: -97.015000),  Route carried "on" structure: County highway 4928,  Year Built: 1971,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 120 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 130 (year 2039),  Design Load: H 20,  Features Intersected: I-29/GALESBURG SEP,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.927,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 96 months,  Inspection Date: April 2020,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29088947,  Location: 11 SOUTH OF ND 200 (Lat: 47.196667,  Lng: -96.988333),  Route carried "under" structure: Interstate 29,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 2011),  Truck Traffic: 19%,  Features Intersected: I-29/HUNTER SEPARATION,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 143.146,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 29088947,  Location: 11 SOUTH OF ND 200 (Lat: 47.196667,  Lng: -96.988333),  Route carried "under" structure: Interstate 29,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 2011),  Truck Traffic: 19%,  Features Intersected: I-29/HUNTER SEPARATION,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 143.146,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 29092142,  Location: 8 SOUTH OF ND 200 (Lat: 47.238333,  Lng: -97.008333),  Route carried "under" structure: Interstate 29,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,700 (year 2011),  Truck Traffic: 19%,  Features Intersected: I-29/GRANDIN INTERCHANGE,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 148.288,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 29092142,  Location: 8 SOUTH OF ND 200 (Lat: 47.238333,  Lng: -97.008333),  Route carried "under" structure: Interstate 29,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,700 (year 2011),  Truck Traffic: 19%,  Features Intersected: I-29/GRANDIN INTERCHANGE,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 148.288,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 29094196,  Location: 6 SOUTH OF ND 200 (Lat: 47.278333,  Lng: -97.015000),  Route carried "under" structure: Interstate 29,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,700 (year 2011),  Truck Traffic: 19%,  Features Intersected: I-29/GALESBURG SEP,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 151.594,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 29094196,  Location: 6 SOUTH OF ND 200 (Lat: 47.278333,  Lng: -97.015000),  Route carried "under" structure: Interstate 29,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,700 (year 2011),  Truck Traffic: 19%,  Features Intersected: I-29/GALESBURG SEP,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 151.594,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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