Bridge Statistics for Hankinson, North Dakota (ND)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 125ft / 38.2mTotal length
- $724,000Total costs
- 24,585Total average daily traffic
- 5,779Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hankinson
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 11940-1949
- 101970-1979
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 32010-2019
- Bridge Condition - Deck
- 30.0%Good
- 60.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 10.0%Very good
- 10.0%Good
- 70.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 10.0%Very good
- 70.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 16.7%Good
- 33.3%Satisfactory
- 33.3%Fair
- 16.7%Poor
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Structure Number: 3911835, Location: 4 NORTH HANKINSON (Lat: 46.131072, Lng: -96.907133), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 20 (year 2038), Design Load: Greater than HL93, Features Intersected: WILD RICE 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: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), 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: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.5 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: 48.9 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $18,000, Total Project Cost: $267,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3911835, Location: 4 NORTH HANKINSON (Lat: 46.131072, Lng: -96.907133), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 20 (year 2038), Design Load: Greater than HL93, Features Intersected: WILD RICE 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: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), 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: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.5 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: 48.9 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $18,000, Total Project Cost: $267,000, 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: 39119351, Location: 4 NORTH OF HANKINSON (Lat: 46.128947, Lng: -96.886331), Route carried "on" structure: County highway 3917, Year Built: 1948, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 725 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 725 (year 2038), Features Intersected: WILD RICE 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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 39119351, Location: 4 NORTH OF HANKINSON (Lat: 46.128947, Lng: -96.886331), Route carried "on" structure: County highway 3917, Year Built: 1948, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 725 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 725 (year 2038), Features Intersected: WILD RICE 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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3912035, Location: 3 NORTH 1 EAST HANKINSON (Lat: 46.127286, Lng: -96.867000), Route carried "on" structure: County highway , Year Built: 1914, Status: Posted for load, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 20 (year 2038), Features Intersected: WILD RICE 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: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 4.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $18,000, Total Project Cost: $266,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3912035, Location: 3 NORTH 1 EAST HANKINSON (Lat: 46.127286, Lng: -96.867000), Route carried "on" structure: County highway , Year Built: 1914, Status: Posted for load, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 20 (year 2038), Features Intersected: WILD RICE 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: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 4.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $18,000, Total Project Cost: $266,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3912241, Location: 3 EAST 2 SOUTH HANKINSON (Lat: 46.040447, Lng: -96.825211), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 50 (year 2038), Features Intersected: CREEK, 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: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $5,000, Total Project Cost: $74,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 3912241, Location: 3 EAST 2 SOUTH HANKINSON (Lat: 46.040447, Lng: -96.825211), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 50 (year 2038), Features Intersected: CREEK, 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: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $5,000, Total Project Cost: $74,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 3912341, Location: 4 EAST 2 SOUTH HANKINSON (Lat: 46.037136, Lng: -96.806236), Route carried "on" structure: County highway , Year Built: 1919, Year Reconstructed: 1975, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 20 (year 2038), Features Intersected: CREEK, 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: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 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: Better than present minimum 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, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 3912341, Location: 4 EAST 2 SOUTH HANKINSON (Lat: 46.037136, Lng: -96.806236), Route carried "on" structure: County highway , Year Built: 1919, Year Reconstructed: 1975, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 20 (year 2038), Features Intersected: CREEK, 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: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 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: Better than present minimum 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, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 3912441, Location: 5 EAST 2 SOUTH HANKINSON (Lat: 46.037017, Lng: -96.795294), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 20 (year 2038), Features Intersected: CREEK, 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: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 19.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $8,000, Total Project Cost: $117,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 3912441, Location: 5 EAST 2 SOUTH HANKINSON (Lat: 46.037017, Lng: -96.795294), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 20 (year 2038), Features Intersected: CREEK, 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: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 19.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $8,000, Total Project Cost: $117,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 29008073, Location: JUNCTION OF HWY 11 (Lat: 46.051667, Lng: -96.833333), Route carried "on" structure: State highway 11, Year Built: 1974, Year Reconstructed: 2016, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 880 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 985 (year 2039), Design Load: HS 20, Features Intersected: I-29/ND HWY 11 INTERCHNG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.756, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.8m (117.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.1 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: Equal 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29008073, Location: JUNCTION OF HWY 11 (Lat: 46.051667, Lng: -96.833333), Route carried "on" structure: State highway 11, Year Built: 1974, Year Reconstructed: 2016, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 880 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 985 (year 2039), Design Load: HS 20, Features Intersected: I-29/ND HWY 11 INTERCHNG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.756, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.8m (117.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.1 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: Equal 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: May 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: 29008999 L, Location: 1 NORTH OF ND 11 (Lat: 46.065000, Lng: -96.835000), Route carried "on" structure: Interstate 29, Year Built: 1973, Year Reconstructed: 2017, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 2,275 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 2,275 (year 2039), Design Load: HS 20, Features Intersected: CP RAILWAY SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.479, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29008999 L, Location: 1 NORTH OF ND 11 (Lat: 46.065000, Lng: -96.835000), Route carried "on" structure: Interstate 29, Year Built: 1973, Year Reconstructed: 2017, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 2,275 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 2,275 (year 2039), Design Load: HS 20, Features Intersected: CP RAILWAY SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.479, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 29008999 R, Location: 1 NORTH OF ND 11 (Lat: 46.065000, Lng: -96.835000), Route carried "on" structure: Interstate 29, Year Built: 1973, Year Reconstructed: 2016, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 2,275 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 2,275 (year 2039), Design Load: HS 20, Features Intersected: CP RAILWAY SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.479, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29008999 R, Location: 1 NORTH OF ND 11 (Lat: 46.065000, Lng: -96.835000), Route carried "on" structure: Interstate 29, Year Built: 1973, Year Reconstructed: 2016, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 2,275 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 2,275 (year 2039), Design Load: HS 20, Features Intersected: CP RAILWAY SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.479, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 29010068, Location: 2 NORTH OF ND 11 (Lat: 46.081667, Lng: -96.835000), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2039), Design Load: H 15, Features Intersected: I-29/HANKINSON SEP, 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: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 29010068, Location: 2 NORTH OF ND 11 (Lat: 46.081667, Lng: -96.835000), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2039), Design Load: H 15, Features Intersected: I-29/HANKINSON SEP, 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: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29008073, Location: JUNCTION OF HWY 11 (Lat: 46.051667, Lng: -96.833333), Route carried "under" structure: Interstate 29, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2011), Truck Traffic: 24%, Features Intersected: I-29/ND HWY 11 INTERCHNG, Facility Carried by Structure: ND HIGHWAY 11
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 12.992, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.8m (117.5ft)
Structure Number: 29008073, Location: JUNCTION OF HWY 11 (Lat: 46.051667, Lng: -96.833333), Route carried "under" structure: Interstate 29, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2011), Truck Traffic: 24%, Features Intersected: I-29/ND HWY 11 INTERCHNG, Facility Carried by Structure: ND HIGHWAY 11
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 12.992, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.8m (117.5ft)
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Structure Number: 29008073, Location: JUNCTION OF HWY 11 (Lat: 46.051667, Lng: -96.833333), Route carried "under" structure: Interstate 29, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2011), Truck Traffic: 24%, Features Intersected: I-29/ND HWY 11 INTERCHNG, Facility Carried by Structure: ND HIGHWAY 11
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 12.992, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.8m (117.5ft)
Structure Number: 29008073, Location: JUNCTION OF HWY 11 (Lat: 46.051667, Lng: -96.833333), Route carried "under" structure: Interstate 29, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2011), Truck Traffic: 24%, Features Intersected: I-29/ND HWY 11 INTERCHNG, Facility Carried by Structure: ND HIGHWAY 11
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 12.992, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.8m (117.5ft)
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Structure Number: 29010068, Location: 2 NORTH OF ND 11 (Lat: 46.081667, Lng: -96.835000), Route carried "under" structure: Interstate 29, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2011), Truck Traffic: 24%, Features Intersected: I-29/HANKINSON SEP, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 16.203, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 29010068, Location: 2 NORTH OF ND 11 (Lat: 46.081667, Lng: -96.835000), Route carried "under" structure: Interstate 29, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2011), Truck Traffic: 24%, Features Intersected: I-29/HANKINSON SEP, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 16.203, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 29010068, Location: 2 NORTH OF ND 11 (Lat: 46.081667, Lng: -96.835000), Route carried "under" structure: Interstate 29, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2011), Truck Traffic: 24%, Features Intersected: I-29/HANKINSON SEP, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 16.203, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 29010068, Location: 2 NORTH OF ND 11 (Lat: 46.081667, Lng: -96.835000), Route carried "under" structure: Interstate 29, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2011), Truck Traffic: 24%, Features Intersected: I-29/HANKINSON SEP, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 16.203, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)