Bridge Statistics for Tea, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 59ft / 17.6mTotal length
- $1,844,000Total costs
- 64,905Total average daily traffic
- 10,790Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Tea
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31940-1949
- 41950-1959
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 40.0%Good
- 60.0%Fair
- Bridge Condition - Superstructure
- 20.0%Good
- 40.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Substructure
- 20.0%Good
- 20.0%Satisfactory
- 40.0%Fair
- 20.0%Poor
- Bridge Condition - Channel
- 12.5%Excellent
- 62.5%Good
- 25.0%Satisfactory
- Bridge Condition - Culverts
- 25.0%Very good
- 25.0%Good
- 50.0%Fair
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Structure Number: 4201906, Location: 4N & 0.1W of Lennox (Lat: 43.417592, Lng: -96.886894), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 67 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 67 (year 2032), Features Intersected: Beaver Creek, Facility Carried by Structure: 274th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $30,000, Total Project Cost: $686,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 4201906, Location: 4N & 0.1W of Lennox (Lat: 43.417592, Lng: -96.886894), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 67 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 67 (year 2032), Features Intersected: Beaver Creek, Facility Carried by Structure: 274th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $30,000, Total Project Cost: $686,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 42020057, Location: 5.3N of Lennox (Lat: 43.423750, Lng: -96.886117), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,277 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 6,338 (year 2035), Design Load: H 20, Features Intersected: Trib. to Beaver Creek, Facility Carried by Structure: 466th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 42020057, Location: 5.3N of Lennox (Lat: 43.423750, Lng: -96.886117), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,277 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 6,338 (year 2035), Design Load: H 20, Features Intersected: Trib. to Beaver Creek, Facility Carried by Structure: 466th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 42020065, Location: 3.6 N Lennox (Lat: 43.410994, Lng: -96.886019), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 3,277 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 6,338 (year 2035), Design Load: H 15, Features Intersected: Beaver Creek, Facility Carried by Structure: 466th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: June 2020
Structure Number: 42020065, Location: 3.6 N Lennox (Lat: 43.410994, Lng: -96.886019), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 3,277 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 6,338 (year 2035), Design Load: H 15, Features Intersected: Beaver Creek, Facility Carried by Structure: 466th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: June 2020
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Structure Number: 4202707, Location: 3N & 0.7E of Lennox (Lat: 43.403056, Lng: -96.871036), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 65 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 65 (year 2032), Design Load: HS 20+Mod, Features Intersected: Beaver Creek, Facility Carried by Structure: 275th Street
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
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: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 4202707, Location: 3N & 0.7E of Lennox (Lat: 43.403056, Lng: -96.871036), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 65 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 65 (year 2032), Design Load: HS 20+Mod, Features Intersected: Beaver Creek, Facility Carried by Structure: 275th Street
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
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: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 42040078, Location: 2.2N & 2E of Lennox (Lat: 43.391431, Lng: -96.846131), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 68 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 68 (year 2032), Features Intersected: Beaver Creek, Facility Carried by Structure: 468th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $30,000, Total Project Cost: $558,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 42040078, Location: 2.2N & 2E of Lennox (Lat: 43.391431, Lng: -96.846131), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 68 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 68 (year 2032), Features Intersected: Beaver Creek, Facility Carried by Structure: 468th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $30,000, Total Project Cost: $558,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 4204108, Location: 3N & 2.1E of Lennox (Lat: 43.388478, Lng: -96.843558), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 770 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 770 (year 2032), Design Load: HL 93, Features Intersected: Beaver Creek, Facility Carried by Structure: 276th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4204108, Location: 3N & 2.1E of Lennox (Lat: 43.388478, Lng: -96.843558), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 770 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 770 (year 2032), Design Load: HL 93, Features Intersected: Beaver Creek, Facility Carried by Structure: 276th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 42050084, Location: 1.6N & 3E of Lennox (Lat: 43.382917, Lng: -96.826219), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2032), Features Intersected: Beaver Creek, Facility Carried by Structure: 469th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $570,000, Roadway Improvement Cost: $30,000, Total Project Cost: $600,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42050084, Location: 1.6N & 3E of Lennox (Lat: 43.382917, Lng: -96.826219), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2032), Features Intersected: Beaver Creek, Facility Carried by Structure: 469th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $570,000, Roadway Improvement Cost: $30,000, Total Project Cost: $600,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42065047, Location: 4.5 S MINNEHAHA CO LINE (Lat: 43.435714, Lng: -96.796242), Route carried "on" structure: Interstate 29, Year Built: 1958, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 33,530 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 61,696 (year 2040), Design Load: HS 20+Mod, Features Intersected: NINE MILE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.277, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 42065047, Location: 4.5 S MINNEHAHA CO LINE (Lat: 43.435714, Lng: -96.796242), Route carried "on" structure: Interstate 29, Year Built: 1958, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 33,530 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 61,696 (year 2040), Design Load: HS 20+Mod, Features Intersected: NINE MILE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.277, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 4206505, Location: HARRISBURG INTERCHANGE (Lat: 43.431908, Lng: -96.795728), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 1,291 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,291 (year 2040), Design Load: H 20, Features Intersected: I029, Facility Carried by Structure: 273 ST (FAS 6378)
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 4206505, Location: HARRISBURG INTERCHANGE (Lat: 43.431908, Lng: -96.795728), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 1,291 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,291 (year 2040), Design Load: H 20, Features Intersected: I029, Facility Carried by Structure: 273 ST (FAS 6378)
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4206505, Location: HARRISBURG INTERCHANGE (Lat: 43.431908, Lng: -96.795728), Route carried "under" structure: Interstate 29, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 22,460 (year 2020), Truck Traffic: 20%, Features Intersected: I029, Facility Carried by Structure: 273 ST (FAS 6378)
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 114.843, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 4206505, Location: HARRISBURG INTERCHANGE (Lat: 43.431908, Lng: -96.795728), Route carried "under" structure: Interstate 29, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 22,460 (year 2020), Truck Traffic: 20%, Features Intersected: I029, Facility Carried by Structure: 273 ST (FAS 6378)
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 114.843, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.8m (65.0ft)