Bridge Statistics for Castlewood, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 112ft / 33.8mTotal length
- $1,947,000Total costs
- 5,803Total average daily traffic
- 438Total average daily truck traffic
- 7,362Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Castlewood
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21950-1959
- 11980-1989
- 11990-1999
- 12000-2009
- 32010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 14.3%Very good
- 42.9%Good
- 14.3%Satisfactory
- 14.3%Fair
- 14.3%Serious
- Bridge Condition - Superstructure
- 42.9%Very good
- 14.3%Good
- 14.3%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 28.6%Very good
- 28.6%Good
- 14.3%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 27.3%Very good
- 36.4%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 50.0%Good
- 25.0%Serious
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Structure Number: 2921702, Location: 3N & 1.3W of Castlewood (Lat: 44.775236, Lng: -97.053050), Route carried "on" structure: Other road , Year Built: 1930, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 135 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 135 (year 2032), Features Intersected: Big Sioux River, Facility Carried by Structure: 180th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: September 2018, Bridge Improvement Cost: $1,072,000, Roadway Improvement Cost: $30,000, Total Project Cost: $1,102,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 2921702, Location: 3N & 1.3W of Castlewood (Lat: 44.775236, Lng: -97.053050), Route carried "on" structure: Other road , Year Built: 1930, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 135 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 135 (year 2032), Features Intersected: Big Sioux River, Facility Carried by Structure: 180th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: September 2018, Bridge Improvement Cost: $1,072,000, Roadway Improvement Cost: $30,000, Total Project Cost: $1,102,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 2921705, Location: 2.7 E JCT US81 (Lat: 44.731550, Lng: -97.053506), Route carried "on" structure: State highway 22, Year Built: 2021, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 1,168 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,407 (year 2040), Design Load: HL 93, Features Intersected: TRIB BIG SIOUX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 565.636, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 2921705, Location: 2.7 E JCT US81 (Lat: 44.731550, Lng: -97.053506), Route carried "on" structure: State highway 22, Year Built: 2021, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 1,168 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,407 (year 2040), Design Load: HL 93, Features Intersected: TRIB BIG SIOUX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 565.636, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 2921803, Location: 2N & 1.2W of Castlewood (Lat: 44.760739, Lng: -97.050000), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 66 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 66 (year 2032), Design Load: HL 93, Features Intersected: Big Sioux River, Facility Carried by Structure: 181st Street
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2921803, Location: 2N & 1.2W of Castlewood (Lat: 44.760739, Lng: -97.050000), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 66 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 66 (year 2032), Design Load: HL 93, Features Intersected: Big Sioux River, Facility Carried by Structure: 181st Street
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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, 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: 2922102, Location: 3N & 0.9W of Castlewood (Lat: 44.775231, Lng: -97.047556), Route carried "on" structure: Other road , Year Built: 1930, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 25 (year 2032), Features Intersected: Trib. to Big Sioux River, Facility Carried by Structure: 180th 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Serious, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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)
Structure Number: 2922102, Location: 3N & 0.9W of Castlewood (Lat: 44.775231, Lng: -97.047556), Route carried "on" structure: Other road , Year Built: 1930, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 25 (year 2032), Features Intersected: Trib. to Big Sioux River, Facility Carried by Structure: 180th 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Serious, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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)
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Structure Number: 2922205, Location: 3.2 E JCT US 81 (Lat: 44.731564, Lng: -97.043631), Route carried "on" structure: State highway 22, Year Built: 1957, Year Reconstructed: 2001, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 1,266 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,905 (year 2041), Design Load: H 20, Features Intersected: BIG SIOUX RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 566.328, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2922205, Location: 3.2 E JCT US 81 (Lat: 44.731564, Lng: -97.043631), Route carried "on" structure: State highway 22, Year Built: 1957, Year Reconstructed: 2001, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 1,266 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,905 (year 2041), Design Load: H 20, Features Intersected: BIG SIOUX RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 566.328, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29228054, Location: 2nd Avenue - Castlewood (Lat: 44.726281, Lng: -97.030464), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 890 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,035 (year 2032), Design Load: HL 93, Features Intersected: Trib. to Big Sioux River, Facility Carried by Structure: 2nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $15,000, Total Project Cost: $287,000 ( Estimate for 2020)
Structure Number: 29228054, Location: 2nd Avenue - Castlewood (Lat: 44.726281, Lng: -97.030464), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 890 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,035 (year 2032), Design Load: HL 93, Features Intersected: Trib. to Big Sioux River, Facility Carried by Structure: 2nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $15,000, Total Project Cost: $287,000 ( Estimate for 2020)
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Structure Number: 29230017, Location: 3.3N of Castlewood (Lat: 44.781908, Lng: -97.026403), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 375 (year 2032), Design Load: HS 20+Mod, Features Intersected: Trib. to Big Sioux River, Facility Carried by Structure: 459th 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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 29230017, Location: 3.3N of Castlewood (Lat: 44.781908, Lng: -97.026403), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 375 (year 2032), Design Load: HS 20+Mod, Features Intersected: Trib. to Big Sioux River, Facility Carried by Structure: 459th 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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 29230069, Location: 1.9S of Castlewood (Lat: 44.703869, Lng: -97.026800), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 375 (year 2032), Design Load: HL 93, Features Intersected: Big Sioux River, Facility Carried by Structure: 459th 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 80.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Superior 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: 29230069, Location: 1.9S of Castlewood (Lat: 44.703869, Lng: -97.026800), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 375 (year 2032), Design Load: HL 93, Features Intersected: Big Sioux River, Facility Carried by Structure: 459th 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 80.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Superior 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: 2924409, Location: 4S & 1.4E of Castlewood (Lat: 44.673972, Lng: -96.999467), Route carried "on" structure: Other road , Year Built: 1982, Status: Open, Structure Length: 3.03m (9.94ft), Average Daily Traffic: 66 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 66 (year 2032), Design Load: HS 20, Features Intersected: Big Sioux River, Facility Carried by Structure: 167th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2924409, Location: 4S & 1.4E of Castlewood (Lat: 44.673972, Lng: -96.999467), Route carried "on" structure: Other road , Year Built: 1982, Status: Open, Structure Length: 3.03m (9.94ft), Average Daily Traffic: 66 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 66 (year 2032), Design Load: HS 20, Features Intersected: Big Sioux River, Facility Carried by Structure: 167th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2925606, Location: 2.6E & 1S of Castlewood (Lat: 44.717342, Lng: -96.973483), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 376 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 376 (year 2032), Design Load: HS 20, Features Intersected: Stray Horse Creek, Facility Carried by Structure: 184th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.4 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2925606, Location: 2.6E & 1S of Castlewood (Lat: 44.717342, Lng: -96.973483), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 376 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 376 (year 2032), Design Load: HS 20, Features Intersected: Stray Horse Creek, Facility Carried by Structure: 184th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.4 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 2926405, Location: 7.4 E JCT US 81 (Lat: 44.731847, Lng: -96.956117), Route carried "on" structure: State highway 22, Year Built: 1957, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 1,061 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,597 (year 2041), Design Load: H 20, Features Intersected: STRAY HORSE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 573.441, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 2926405, Location: 7.4 E JCT US 81 (Lat: 44.731847, Lng: -96.956117), Route carried "on" structure: State highway 22, Year Built: 1957, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 1,061 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,597 (year 2041), Design Load: H 20, Features Intersected: STRAY HORSE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 573.441, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete