Bridge Statistics for Tower City, North Dakota (ND)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 135ft / 41.3mTotal length
- $614,000Total costs
- 63,490Total average daily traffic
- 12,265Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Tower City
- No street view available for this location
- New bridges - historical statistics
- 91950-1959
- 11960-1969
- 21970-1979
- 21980-1989
- 32000-2009
- 92010-2019
- Bridge Condition - Deck
- 42.9%Good
- 57.1%Satisfactory
- Bridge Condition - Superstructure
- 28.6%Very good
- 42.9%Good
- 28.6%Satisfactory
- Bridge Condition - Substructure
- 14.3%Good
- 57.1%Satisfactory
- 28.6%Fair
- Bridge Condition - Channel
- 5.9%Excellent
- 17.6%Very good
- 52.9%Good
- 23.5%Satisfactory
- Bridge Condition - Culverts
- 15.4%Very good
- 69.2%Good
- 15.4%Satisfactory
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Structure Number: 213521, Location: 2 EAST OF ORISKA (Lat: 46.934444, Lng: -97.737164), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 40 (year 2018), Average Future Daily Traffic: 40 (year 2038), Design Load: H 20, Features Intersected: KOLDOK WATERWAY, Facility Carried by Structure: COUNTY ROAD
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 213521, Location: 2 EAST OF ORISKA (Lat: 46.934444, Lng: -97.737164), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 40 (year 2018), Average Future Daily Traffic: 40 (year 2038), Design Load: H 20, Features Intersected: KOLDOK WATERWAY, Facility Carried by Structure: COUNTY ROAD
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 213618, Location: 3 N 1 W OF TOWER CITY (Lat: 46.978603, Lng: -97.711219), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 45 (year 2014), Average Future Daily Traffic: 45 (year 2034), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 57.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 213618, Location: 3 N 1 W OF TOWER CITY (Lat: 46.978603, Lng: -97.711219), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 45 (year 2014), Average Future Daily Traffic: 45 (year 2034), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 57.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
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Structure Number: 213721, Location: 1 NORTH OF TOWER CITY (Lat: 46.934592, Lng: -97.682292), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2014), Average Future Daily Traffic: 75 (year 2034), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: COUNTY ROAD
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 213721, Location: 1 NORTH OF TOWER CITY (Lat: 46.934592, Lng: -97.682292), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2014), Average Future Daily Traffic: 75 (year 2034), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: COUNTY ROAD
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 910122, Location: TOWER CITY (Lat: 46.933056, Lng: -97.681483), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRANCH OF MAPLE RIVER, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 910122, Location: TOWER CITY (Lat: 46.933056, Lng: -97.681483), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRANCH OF MAPLE RIVER, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 910222, Location: TOWER CITY (Lat: 46.919992, Lng: -97.665656), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRANCH OF MAPLE RIVER, Facility Carried by Structure: COUNTY HWY # 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.627, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 97.2 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: 81.6 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 910222, Location: TOWER CITY (Lat: 46.919992, Lng: -97.665656), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRANCH OF MAPLE RIVER, Facility Carried by Structure: COUNTY HWY # 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.627, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 97.2 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: 81.6 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 9102221, Location: TOWER CITY (Lat: 46.929831, Lng: -97.671992), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRANCH OF MAPLE RIVER, Facility Carried by Structure: Elizabeth Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.627, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.2 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: 39.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 9102221, Location: TOWER CITY (Lat: 46.929831, Lng: -97.671992), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRANCH OF MAPLE RIVER, Facility Carried by Structure: Elizabeth Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.627, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.2 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: 39.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 9102222, Location: TOWER CITY (Lat: 46.927331, Lng: -97.665900), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRANCH OF MAPLE RIVER, Facility Carried by Structure: MICHIGAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.627, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.4 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: 43.4 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 9102222, Location: TOWER CITY (Lat: 46.927331, Lng: -97.665900), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRANCH OF MAPLE RIVER, Facility Carried by Structure: MICHIGAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.627, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.4 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: 43.4 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 910225, Location: 3 SOUTH OF TOWER CITY (Lat: 46.881942, Lng: -97.672028), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2039), Design Load: H 20, Features Intersected: MAPLE 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 910225, Location: 3 SOUTH OF TOWER CITY (Lat: 46.881942, Lng: -97.672028), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2039), Design Load: H 20, Features Intersected: MAPLE 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 910324, Location: 2 SOUTH 1 EAST TOWER CITY (Lat: 46.890869, Lng: -97.659719), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2039), Design Load: HS 25 or greater, 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 910324, Location: 2 SOUTH 1 EAST TOWER CITY (Lat: 46.890869, Lng: -97.659719), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2039), Design Load: HS 25 or greater, 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 910325, Location: 1 EAST 3 SOUTH TOWER CITY (Lat: 46.876294, Lng: -97.651594), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 25 or greater, Features Intersected: MAPLE 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: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $1,000, Total Project Cost: $17,000
Structure Number: 910325, Location: 1 EAST 3 SOUTH TOWER CITY (Lat: 46.876294, Lng: -97.651594), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 25 or greater, Features Intersected: MAPLE 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: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $1,000, Total Project Cost: $17,000
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Structure Number: 910326, Location: 2 EAST 4 SOUTH TOWER CITY (Lat: 46.862786, Lng: -97.640308), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 20 (year 2038), Design Load: HS 25 or greater, 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: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $14,000, Total Project Cost: $203,000
Structure Number: 910326, Location: 2 EAST 4 SOUTH TOWER CITY (Lat: 46.862786, Lng: -97.640308), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 20 (year 2038), Design Load: HS 25 or greater, 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: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $14,000, Total Project Cost: $203,000
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Structure Number: 910417, Location: 5 NORTH 3 EAST TOWER CITY (Lat: 46.992792, Lng: -97.628664), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 20 (year 2017), Average Future Daily Traffic: 20 (year 2037), Design Load: HS 25 or greater, Features Intersected: MAPLE 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: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.8 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: 41.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $10,000, Total Project Cost: $147,000
Structure Number: 910417, Location: 5 NORTH 3 EAST TOWER CITY (Lat: 46.992792, Lng: -97.628664), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 20 (year 2017), Average Future Daily Traffic: 20 (year 2037), Design Load: HS 25 or greater, Features Intersected: MAPLE 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: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.8 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: 41.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $10,000, Total Project Cost: $147,000
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Structure Number: 910418, Location: 3 NORTH 2 EAST TOWER CITY (Lat: 46.982311, Lng: -97.621428), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2039), Features Intersected: MAPLE 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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 910418, Location: 3 NORTH 2 EAST TOWER CITY (Lat: 46.982311, Lng: -97.621428), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2039), Features Intersected: MAPLE 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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 910518, Location: 3 NORTH 2 EAST TOWER CITY (Lat: 46.978339, Lng: -97.618186), Route carried "on" structure: County highway 922, Year Built: 1955, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 70 (year 2019), Average Future Daily Traffic: 75 (year 2039), Features Intersected: MAPLE RIVER, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.827, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 910518, Location: 3 NORTH 2 EAST TOWER CITY (Lat: 46.978339, Lng: -97.618186), Route carried "on" structure: County highway 922, Year Built: 1955, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 70 (year 2019), Average Future Daily Traffic: 75 (year 2039), Features Intersected: MAPLE RIVER, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.827, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9105181, Location: 3 NORTH 2 EAST TOWER CITY (Lat: 46.978292, Lng: -97.612453), Route carried "on" structure: County highway 922, Year Built: 2013, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 70 (year 2018), Average Future Daily Traffic: 75 (year 2038), Design Load: HS 25 or greater, Features Intersected: MAPLE RIVER, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $4,000, Total Project Cost: $59,000
Structure Number: 9105181, Location: 3 NORTH 2 EAST TOWER CITY (Lat: 46.978292, Lng: -97.612453), Route carried "on" structure: County highway 922, Year Built: 2013, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 70 (year 2018), Average Future Daily Traffic: 75 (year 2038), Design Load: HS 25 or greater, Features Intersected: MAPLE RIVER, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $4,000, Total Project Cost: $59,000
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Structure Number: 94305701, Location: 3 EAST N.D.32 (Lat: 46.919875, Lng: -97.723861), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-94/EAST ORISKA 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: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
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: 55.8 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94305701, Location: 3 EAST N.D.32 (Lat: 46.919875, Lng: -97.723861), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-94/EAST ORISKA 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: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
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: 55.8 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 94307679, Location: 5 EAST OF ND 32 (Lat: 46.918333, Lng: -97.683333), Route carried "on" structure: County highway 237, Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: I-94/TOWER CITY INT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.180, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94307679, Location: 5 EAST OF ND 32 (Lat: 46.918333, Lng: -97.683333), Route carried "on" structure: County highway 237, Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: I-94/TOWER CITY INT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.180, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 94309127 L, Location: 1 EAST OF TOWER CITY (Lat: 46.905000, Lng: -97.660000), Route carried "on" structure: Interstate 94, Year Built: 1954, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,200 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 4,200 (year 2038), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 497.385, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
Structure Number: 94309127 L, Location: 1 EAST OF TOWER CITY (Lat: 46.905000, Lng: -97.660000), Route carried "on" structure: Interstate 94, Year Built: 1954, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,200 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 4,200 (year 2038), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 497.385, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
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Structure Number: 94309127 R, Location: 1 EAST OF TOWER CITY (Lat: 46.905000, Lng: -97.660000), Route carried "on" structure: Interstate 94, Year Built: 1959, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,200 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 497.385, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 94309127 R, Location: 1 EAST OF TOWER CITY (Lat: 46.905000, Lng: -97.660000), Route carried "on" structure: Interstate 94, Year Built: 1959, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,200 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 497.385, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 94310456, Location: 4 WEST OF ND 38 (Lat: 46.891667, Lng: -97.641667), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: I-94/HILL INTERCHANGE, 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: 7.6m (24.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 94310456, Location: 4 WEST OF ND 38 (Lat: 46.891667, Lng: -97.641667), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: I-94/HILL INTERCHANGE, 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: 7.6m (24.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 94305701, Location: 3 EAST N.D.32 (Lat: 46.919875, Lng: -97.723861), Route carried "under" structure: Interstate 94, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2011), Truck Traffic: 19%, Features Intersected: I-94/EAST ORISKA SEP, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.42m (17.78ft), Kilometerpoint: 491.978, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 94305701, Location: 3 EAST N.D.32 (Lat: 46.919875, Lng: -97.723861), Route carried "under" structure: Interstate 94, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2011), Truck Traffic: 19%, Features Intersected: I-94/EAST ORISKA SEP, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.42m (17.78ft), Kilometerpoint: 491.978, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 94305701, Location: 3 EAST N.D.32 (Lat: 46.919875, Lng: -97.723861), Route carried "under" structure: Interstate 94, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2011), Truck Traffic: 19%, Features Intersected: I-94/EAST ORISKA SEP, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 491.978, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 94305701, Location: 3 EAST N.D.32 (Lat: 46.919875, Lng: -97.723861), Route carried "under" structure: Interstate 94, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2011), Truck Traffic: 19%, Features Intersected: I-94/EAST ORISKA SEP, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 491.978, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 94307679, Location: 5 EAST OF ND 32 (Lat: 46.918333, Lng: -97.683333), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,400 (year 2011), Truck Traffic: 20%, Features Intersected: I-94/TOWER CITY INT, Facility Carried by Structure: COUNTY ROAD 0237
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 495.161, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 94307679, Location: 5 EAST OF ND 32 (Lat: 46.918333, Lng: -97.683333), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,400 (year 2011), Truck Traffic: 20%, Features Intersected: I-94/TOWER CITY INT, Facility Carried by Structure: COUNTY ROAD 0237
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 495.161, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 94307679, Location: 5 EAST OF ND 32 (Lat: 46.918333, Lng: -97.683333), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,400 (year 2011), Truck Traffic: 20%, Features Intersected: I-94/TOWER CITY INT, Facility Carried by Structure: COUNTY ROAD 0237
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 495.161, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 94307679, Location: 5 EAST OF ND 32 (Lat: 46.918333, Lng: -97.683333), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,400 (year 2011), Truck Traffic: 20%, Features Intersected: I-94/TOWER CITY INT, Facility Carried by Structure: COUNTY ROAD 0237
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 495.161, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 94310456, Location: 4 WEST OF ND 38 (Lat: 46.891667, Lng: -97.641667), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,400 (year 2011), Truck Traffic: 20%, Features Intersected: I-94/HILL INTERCHANGE, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 499.630, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 94310456, Location: 4 WEST OF ND 38 (Lat: 46.891667, Lng: -97.641667), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,400 (year 2011), Truck Traffic: 20%, Features Intersected: I-94/HILL INTERCHANGE, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 499.630, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 94310456, Location: 4 WEST OF ND 38 (Lat: 46.891667, Lng: -97.641667), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,400 (year 2011), Truck Traffic: 20%, Features Intersected: I-94/HILL INTERCHANGE, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 499.630, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 94310456, Location: 4 WEST OF ND 38 (Lat: 46.891667, Lng: -97.641667), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,400 (year 2011), Truck Traffic: 20%, Features Intersected: I-94/HILL INTERCHANGE, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 499.630, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)