Bridge Statistics for Worthing, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 233ft / 71.1mTotal length
- $3,532,000Total costs
- 147,374Total average daily traffic
- 28,844Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Worthing
- No street view available for this location
- New bridges - historical statistics
- 51930-1939
- 81950-1959
- 41980-1989
- 21990-1999
- 22000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 11.8%Very good
- 29.4%Good
- 29.4%Satisfactory
- 23.5%Fair
- 5.9%Poor
- Bridge Condition - Superstructure
- 11.8%Very good
- 23.5%Good
- 41.2%Satisfactory
- 23.5%Fair
- Bridge Condition - Substructure
- 5.9%Very good
- 23.5%Good
- 29.4%Satisfactory
- 41.2%Fair
- Bridge Condition - Channel
- 33.3%Very good
- 33.3%Good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: 42064093, Location: 2.7 N SD 44 INTERCH (Lat: 43.370703, Lng: -96.796483), Route carried "on" structure: Interstate 29, Year Built: 1958, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 11,710 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 18,806 (year 2041), Design Load: HS 20+Mod, Features Intersected: BEAVER CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.035, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $775,000, Roadway Improvement Cost: $78,000, Total Project Cost: $880,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 42064093, Location: 2.7 N SD 44 INTERCH (Lat: 43.370703, Lng: -96.796483), Route carried "on" structure: Interstate 29, Year Built: 1958, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 11,710 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 18,806 (year 2041), Design Load: HS 20+Mod, Features Intersected: BEAVER CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.035, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $775,000, Roadway Improvement Cost: $78,000, Total Project Cost: $880,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 42064115, Location: 0.6 N SD 44 INTERCH (Lat: 43.338486, Lng: -96.796617), Route carried "on" structure: Interstate 29, Year Built: 2000, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 11,710 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 18,806 (year 2041), Design Load: HS 25 or greater, Features Intersected: SOUTH DAKOTA OWNED RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.463, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42064115, Location: 0.6 N SD 44 INTERCH (Lat: 43.338486, Lng: -96.796617), Route carried "on" structure: Interstate 29, Year Built: 2000, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 11,710 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 18,806 (year 2041), Design Load: HS 25 or greater, Features Intersected: SOUTH DAKOTA OWNED RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.463, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 4206508, Location: 4.0 N SD 44 INTERCHANGE (Lat: 43.388300, Lng: -96.795881), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 1,999 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,999 (year 2040), Design Load: HS 20+Mod, Features Intersected: I029, Facility Carried by Structure: 276 ST (FAS 6380)
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: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.8m (117.5ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 93.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4206508, Location: 4.0 N SD 44 INTERCHANGE (Lat: 43.388300, Lng: -96.795881), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 1,999 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,999 (year 2040), Design Load: HS 20+Mod, Features Intersected: I029, Facility Carried by Structure: 276 ST (FAS 6380)
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: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.8m (117.5ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 93.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, 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: 42065093, Location: 2.7 N SD 44 INTERCH (Lat: 43.370697, Lng: -96.796161), Route carried "on" structure: Interstate 29, Year Built: 1958, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 11,710 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 18,806 (year 2041), Design Load: HS 20+Mod, Features Intersected: BEAVER CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.035, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $53,000, Total Project Cost: $733,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 42065093, Location: 2.7 N SD 44 INTERCH (Lat: 43.370697, Lng: -96.796161), Route carried "on" structure: Interstate 29, Year Built: 1958, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 11,710 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 18,806 (year 2041), Design Load: HS 20+Mod, Features Intersected: BEAVER CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.035, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $53,000, Total Project Cost: $733,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 420651, Location: 2 N SD 44 INTERCH (Lat: 43.359281, Lng: -96.795872), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 55 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 55 (year 2040), Design Load: H 15, Features Intersected: I029, Facility Carried by Structure: 278 ST
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: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 420651, Location: 2 N SD 44 INTERCH (Lat: 43.359281, Lng: -96.795872), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 55 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 55 (year 2040), Design Load: H 15, Features Intersected: I029, Facility Carried by Structure: 278 ST
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: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42065115, Location: 0.6 N SD 44 INTERCH (Lat: 43.338414, Lng: -96.796267), Route carried "on" structure: Interstate 29, Year Built: 2001, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 11,710 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 18,806 (year 2041), Design Load: HS 25 or greater, Features Intersected: SOUTH DAKOTA OWNED RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.463, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42065115, Location: 0.6 N SD 44 INTERCH (Lat: 43.338414, Lng: -96.796267), Route carried "on" structure: Interstate 29, Year Built: 2001, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 11,710 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 18,806 (year 2041), Design Load: HS 25 or greater, Features Intersected: SOUTH DAKOTA OWNED RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.463, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 4206512, Location: SD 44 INTERCHANGE (Lat: 43.330297, Lng: -96.795983), Route carried "on" structure: State highway 44, Year Built: 1958, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 2,230 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,775 (year 2041), Design Load: HS 20, Features Intersected: I029
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 662.792, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 4206512, Location: SD 44 INTERCHANGE (Lat: 43.330297, Lng: -96.795983), Route carried "on" structure: State highway 44, Year Built: 1958, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 2,230 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,775 (year 2041), Design Load: HS 20, Features Intersected: I029
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 662.792, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4206513, Location: 1 N US 18 E INTERCH (Lat: 43.315867, Lng: -96.795933), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 25 (year 2040), Design Load: H 15, Features Intersected: I029, Facility Carried by Structure: 281 ST
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: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: Equal to present minimum criteria, Length Of Structure Improvement: 8.08m (26.51ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $665,000, Roadway Improvement Cost: $66,000, Total Project Cost: $735,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4206513, Location: 1 N US 18 E INTERCH (Lat: 43.315867, Lng: -96.795933), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 25 (year 2040), Design Load: H 15, Features Intersected: I029, Facility Carried by Structure: 281 ST
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: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: Equal to present minimum criteria, Length Of Structure Improvement: 8.08m (26.51ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $665,000, Roadway Improvement Cost: $66,000, Total Project Cost: $735,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4206514, Location: US 18 E INTERCHANGE (Lat: 43.301442, Lng: -96.795672), Route carried "on" structure: US 18, Year Built: 2015, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 3,807 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 6,445 (year 2041), Design Load: HL 93, Features Intersected: I029
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 705.343, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4206514, Location: US 18 E INTERCHANGE (Lat: 43.301442, Lng: -96.795672), Route carried "on" structure: US 18, Year Built: 2015, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 3,807 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 6,445 (year 2041), Design Load: HL 93, Features Intersected: I029
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 705.343, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, 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: 4206816, Location: 4S & 1.2W of Worthing (Lat: 43.272294, Lng: -96.789242), Route carried "on" structure: Other road , Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Features Intersected: Snake Creek, Facility Carried by Structure: 284th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $30,000, Total Project Cost: $528,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 4206816, Location: 4S & 1.2W of Worthing (Lat: 43.272294, Lng: -96.789242), Route carried "on" structure: Other road , Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Features Intersected: Snake Creek, Facility Carried by Structure: 284th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $30,000, Total Project Cost: $528,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 42070098, Location: 2.2N & 1W of Worthing (Lat: 43.360656, Lng: -96.786964), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Features Intersected: Beaver Creek, Facility Carried by Structure: 471st Avenue
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: 4.7m (15.4ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: 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, Deck Geometry: Meets minimum limits, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 42070098, Location: 2.2N & 1W of Worthing (Lat: 43.360656, Lng: -96.786964), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Features Intersected: Beaver Creek, Facility Carried by Structure: 471st Avenue
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: 4.7m (15.4ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: 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, Deck Geometry: Meets minimum limits, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 42070158, Location: 3.8S & 1W of Worthing (Lat: 43.275467, Lng: -96.786906), Route carried "on" structure: Other road , Year Built: 1935, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 45 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 45 (year 2032), Features Intersected: Snake Creek, Facility Carried by Structure: 471st Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $626,000, Roadway Improvement Cost: $30,000, Total Project Cost: $656,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 42070158, Location: 3.8S & 1W of Worthing (Lat: 43.275467, Lng: -96.786906), Route carried "on" structure: Other road , Year Built: 1935, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 45 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 45 (year 2032), Features Intersected: Snake Creek, Facility Carried by Structure: 471st Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $626,000, Roadway Improvement Cost: $30,000, Total Project Cost: $656,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 420711, Location: 2N & 0.9W of Worthing (Lat: 43.359217, Lng: -96.784208), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 50 (year 2032), Features Intersected: Beaver Creek, Facility Carried by Structure: 278th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: 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: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 420711, Location: 2N & 0.9W of Worthing (Lat: 43.359217, Lng: -96.784208), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 50 (year 2032), Features Intersected: Beaver Creek, Facility Carried by Structure: 278th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: 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: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 42080107, Location: 1.5N of Worthing (Lat: 43.351619, Lng: -96.767100), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 100 (year 2032), Design Load: HL 93, Features Intersected: Beaver Creek, Facility Carried by Structure: 472nd Avenue
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42080107, Location: 1.5N of Worthing (Lat: 43.351619, Lng: -96.767100), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 100 (year 2032), Design Load: HL 93, Features Intersected: Beaver Creek, Facility Carried by Structure: 472nd Avenue
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: December 2021, 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: 42080154, Location: 4.0S of Worthing (Lat: 43.280489, Lng: -96.767069), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2036), Features Intersected: Snake Creek, Facility Carried by Structure: 472nd Avenue
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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 42080154, Location: 4.0S of Worthing (Lat: 43.280489, Lng: -96.767069), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2036), Features Intersected: Snake Creek, Facility Carried by Structure: 472nd Avenue
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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 42090108, Location: 1.2N & 1E of Worthing (Lat: 43.346328, Lng: -96.747286), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 45 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 45 (year 2032), Design Load: HS 20, Features Intersected: Beaver Creek, Facility Carried by Structure: 473rd 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very 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, Deck Geometry: Equal to 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 42090108, Location: 1.2N & 1E of Worthing (Lat: 43.346328, Lng: -96.747286), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 45 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 45 (year 2032), Design Load: HS 20, Features Intersected: Beaver Creek, Facility Carried by Structure: 473rd 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very 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, Deck Geometry: Equal to 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 42100109, Location: 1.1 N JCT SD 44 (Lat: 43.346264, Lng: -96.727450), Route carried "on" structure: State highway 115, Year Built: 1987, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 1,813 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,069 (year 2041), Design Load: HS 20+Mod, Features Intersected: BEAVER CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.394, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 94.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021
Structure Number: 42100109, Location: 1.1 N JCT SD 44 (Lat: 43.346264, Lng: -96.727450), Route carried "on" structure: State highway 115, Year Built: 1987, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 1,813 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,069 (year 2041), Design Load: HS 20+Mod, Features Intersected: BEAVER CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.394, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 94.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021
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Structure Number: 4210411, Location: 1N & 2.4E of Worthing (Lat: 43.344606, Lng: -96.718850), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: Beaver Creek, Facility Carried by Structure: 279th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 4210411, Location: 1N & 2.4E of Worthing (Lat: 43.344606, Lng: -96.718850), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: Beaver Creek, Facility Carried by Structure: 279th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 42110112, Location: 0.8N & 3E of Worthing (Lat: 43.341417, Lng: -96.707533), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Features Intersected: Beaver Creek, Facility Carried by Structure: 475th 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 42110112, Location: 0.8N & 3E of Worthing (Lat: 43.341417, Lng: -96.707533), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Features Intersected: Beaver Creek, Facility Carried by Structure: 475th 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4206508, Location: 4.0 N SD 44 INTERCHANGE (Lat: 43.388300, Lng: -96.795881), Route carried "under" structure: Interstate 29, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 18,060 (year 2020), Truck Traffic: 19%, Features Intersected: I029, Facility Carried by Structure: 276 ST (FAS 6380)
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 109.999, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.8m (117.5ft)
Structure Number: 4206508, Location: 4.0 N SD 44 INTERCHANGE (Lat: 43.388300, Lng: -96.795881), Route carried "under" structure: Interstate 29, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 18,060 (year 2020), Truck Traffic: 19%, Features Intersected: I029, Facility Carried by Structure: 276 ST (FAS 6380)
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 109.999, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.8m (117.5ft)
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Structure Number: 420651, Location: 2 N SD 44 INTERCH (Lat: 43.359281, Lng: -96.795872), Route carried "under" structure: Interstate 29, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 18,060 (year 2020), Truck Traffic: 19%, Features Intersected: I029, Facility Carried by Structure: 278 ST
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 106.764, 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: 420651, Location: 2 N SD 44 INTERCH (Lat: 43.359281, Lng: -96.795872), Route carried "under" structure: Interstate 29, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 18,060 (year 2020), Truck Traffic: 19%, Features Intersected: I029, Facility Carried by Structure: 278 ST
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 106.764, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 4206512, Location: SD 44 INTERCHANGE (Lat: 43.330297, Lng: -96.795983), Route carried "under" structure: Interstate 29, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 18,060 (year 2020), Truck Traffic: 19%, Features Intersected: I029, Facility Carried by Structure: SD044
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 103.545, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 4206512, Location: SD 44 INTERCHANGE (Lat: 43.330297, Lng: -96.795983), Route carried "under" structure: Interstate 29, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 18,060 (year 2020), Truck Traffic: 19%, Features Intersected: I029, Facility Carried by Structure: SD044
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 103.545, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 4206513, Location: 1 N US 18 E INTERCH (Lat: 43.315867, Lng: -96.795933), Route carried "under" structure: Interstate 29, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 17,890 (year 2020), Truck Traffic: 19%, Features Intersected: I029, Facility Carried by Structure: 281 ST
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 101.936, 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: 4206513, Location: 1 N US 18 E INTERCH (Lat: 43.315867, Lng: -96.795933), Route carried "under" structure: Interstate 29, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 17,890 (year 2020), Truck Traffic: 19%, Features Intersected: I029, Facility Carried by Structure: 281 ST
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 101.936, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 4206514, Location: US 18 E INTERCHANGE (Lat: 43.301442, Lng: -96.795672), Route carried "under" structure: Interstate 29, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 17,890 (year 2020), Truck Traffic: 19%, Features Intersected: I029, Facility Carried by Structure: US018
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 100.375, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 4206514, Location: US 18 E INTERCHANGE (Lat: 43.301442, Lng: -96.795672), Route carried "under" structure: Interstate 29, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 17,890 (year 2020), Truck Traffic: 19%, Features Intersected: I029, Facility Carried by Structure: US018
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 100.375, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)