Bridge Statistics for Valley Springs, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 138ft / 42.2mTotal length
- $9,761,000Total costs
- 40,176Total average daily traffic
- 7,661Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Valley Springs
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 51950-1959
- 11960-1969
- 21970-1979
- 41980-1989
- 31990-1999
- 32000-2009
- 12020-2022
- Bridge Condition - Deck
- 14.3%Good
- 64.3%Satisfactory
- 7.1%Fair
- 14.3%Poor
- Bridge Condition - Superstructure
- 21.4%Good
- 42.9%Satisfactory
- 28.6%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 14.3%Good
- 71.4%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 15.8%Very good
- 10.5%Good
- 36.8%Satisfactory
- 31.6%Fair
- 5.3%Poor
- Bridge Condition - Culverts
- 16.7%Very good
- 83.3%Good
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Structure Number: 50310214, Location: 2W & 3.4S VALLEY SPRINGS (Lat: 43.537758, Lng: -96.512150), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 14 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 30 (year 2035), Features Intersected: TRIB TO FOUR MILE CK, Facility Carried by Structure: 485TH 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: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $432,000, Roadway Improvement Cost: $43,000, Total Project Cost: $686,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 50310214, Location: 2W & 3.4S VALLEY SPRINGS (Lat: 43.537758, Lng: -96.512150), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 14 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 30 (year 2035), Features Intersected: TRIB TO FOUR MILE CK, Facility Carried by Structure: 485TH 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: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $432,000, Roadway Improvement Cost: $43,000, Total Project Cost: $686,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5031219, Location: 1.8W & 1S VALLEY SPRINGS (Lat: 43.573603, Lng: -96.506758), Route carried "on" structure: County highway 5, Year Built: 1977, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 45 (year 2035), Features Intersected: BEAVER CREEK, Facility Carried by Structure: 263RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.31m (14.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $664,000, Roadway Improvement Cost: $66,000, Total Project Cost: $999,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5031219, Location: 1.8W & 1S VALLEY SPRINGS (Lat: 43.573603, Lng: -96.506758), Route carried "on" structure: County highway 5, Year Built: 1977, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 45 (year 2035), Features Intersected: BEAVER CREEK, Facility Carried by Structure: 263RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.31m (14.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $664,000, Roadway Improvement Cost: $66,000, Total Project Cost: $999,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5031222, Location: 4S & 1.8W VALLEY SPRINGS (Lat: 43.529175, Lng: -96.508217), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,154 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: HL 93, Features Intersected: TRIB TO FOUR MILE CK, Facility Carried by Structure: 266TH ST, HWY 146
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 5031222, Location: 4S & 1.8W VALLEY SPRINGS (Lat: 43.529175, Lng: -96.508217), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,154 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: HL 93, Features Intersected: TRIB TO FOUR MILE CK, Facility Carried by Structure: 266TH ST, HWY 146
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 50320166, Location: 4.0 E SD 11 INTERCHANGE (Lat: 43.609083, Lng: -96.492211), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 808 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 808 (year 2040), Design Load: HS 20, Features Intersected: I090, Facility Carried by Structure: 486 AVE (FAS 6347)
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: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, 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: Low Slump Concrete
Structure Number: 50320166, Location: 4.0 E SD 11 INTERCHANGE (Lat: 43.609083, Lng: -96.492211), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 808 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 808 (year 2040), Design Load: HS 20, Features Intersected: I090, Facility Carried by Structure: 486 AVE (FAS 6347)
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: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, 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: Low Slump Concrete
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Structure Number: 50320187, Location: 1W & 0.7S VALLEY SPRINGS (Lat: 43.579492, Lng: -96.492053), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 29 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 50 (year 2035), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK, Facility Carried by Structure: 486TH 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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.52m (14.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $697,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,058,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 50320187, Location: 1W & 0.7S VALLEY SPRINGS (Lat: 43.579492, Lng: -96.492053), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 29 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 50 (year 2035), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK, Facility Carried by Structure: 486TH 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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.52m (14.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $697,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,058,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 50320205, Location: 2.5S & 1W VALLEY SPRINGS (Lat: 43.551125, Lng: -96.492083), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 40 (year 2035), Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: 486TH 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: 15.2m (49.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $571,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 50320205, Location: 2.5S & 1W VALLEY SPRINGS (Lat: 43.551125, Lng: -96.492083), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 40 (year 2035), Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: 486TH 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: 15.2m (49.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $571,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5032417, Location: 1N & 0.6E VALLEY SPRINGS (Lat: 43.602028, Lng: -96.482497), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 17 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 125 (year 2035), Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 261ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.35m (4.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $369,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 5032417, Location: 1N & 0.6E VALLEY SPRINGS (Lat: 43.602028, Lng: -96.482497), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 17 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 125 (year 2035), Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 261ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.35m (4.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $369,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 5032717, Location: 1N & 0.3W VALLEY SPRINGS (Lat: 43.602072, Lng: -96.477067), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 17 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 125 (year 2035), Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 261ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
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: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $631,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5032717, Location: 1N & 0.3W VALLEY SPRINGS (Lat: 43.602072, Lng: -96.477067), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 17 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 125 (year 2035), Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 261ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
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: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $631,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5032718, Location: 0.3W VALLEY SPRINGS (Lat: 43.588267, Lng: -96.477775), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 3,355 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,500 (year 2036), Design Load: HS 20+Mod, Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 262ND ST, HWY 138
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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Fair, Culverts: Good, Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $511,000 ( Estimate for 2016)
Structure Number: 5032718, Location: 0.3W VALLEY SPRINGS (Lat: 43.588267, Lng: -96.477775), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 3,355 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,500 (year 2036), Design Load: HS 20+Mod, Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 262ND ST, HWY 138
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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Fair, Culverts: Good, Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $511,000 ( Estimate for 2016)
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Structure Number: 50328165, Location: 1.2 W MINNESOTA LINE (Lat: 43.609008, Lng: -96.475533), Route carried "on" structure: Interstate 90, Year Built: 1959, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 7,880 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 11,859 (year 2041), Design Load: HS 20+Mod, Features Intersected: LONE ROCK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 662.100, 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: 4, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 50328165, Location: 1.2 W MINNESOTA LINE (Lat: 43.609008, Lng: -96.475533), Route carried "on" structure: Interstate 90, Year Built: 1959, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 7,880 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 11,859 (year 2041), Design Load: HS 20+Mod, Features Intersected: LONE ROCK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 662.100, 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: 4, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 50328166, Location: 1.2 W MINNESOTA LINE (Lat: 43.608775, Lng: -96.475525), Route carried "on" structure: Interstate 90, Year Built: 1959, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 7,880 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 11,859 (year 2041), Design Load: HS 20+Mod, Features Intersected: LONE ROCK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 662.100, 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: 4, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 50328166, Location: 1.2 W MINNESOTA LINE (Lat: 43.608775, Lng: -96.475525), Route carried "on" structure: Interstate 90, Year Built: 1959, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 7,880 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 11,859 (year 2041), Design Load: HS 20+Mod, Features Intersected: LONE ROCK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 662.100, 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: 4, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 5032916, Location: 2N & 0.1W VALLEY SPRINGS (Lat: 43.616556, Lng: -96.473067), Route carried "on" structure: County highway , Year Built: 1934, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2035), Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 260TH 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $430,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5032916, Location: 2N & 0.1W VALLEY SPRINGS (Lat: 43.616556, Lng: -96.473067), Route carried "on" structure: County highway , Year Built: 1934, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2035), Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 260TH 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $430,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 50330159, Location: 2.1N VALLEY SPRINGS (Lat: 43.616792, Lng: -96.472269), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 50 (year 2035), Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 487TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $430,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 50330159, Location: 2.1N VALLEY SPRINGS (Lat: 43.616792, Lng: -96.472269), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 50 (year 2035), Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 487TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $430,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 50330183, Location: NW CORNER VALLEY SPRINGS (Lat: 43.586150, Lng: -96.472478), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 1,802 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,000 (year 2036), Features Intersected: BEAVER CREEK, Facility Carried by Structure: 487TH AVE, HWY 103
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: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $701,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,066,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50330183, Location: NW CORNER VALLEY SPRINGS (Lat: 43.586150, Lng: -96.472478), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 1,802 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,000 (year 2036), Features Intersected: BEAVER CREEK, Facility Carried by Structure: 487TH AVE, HWY 103
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: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $701,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,066,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50330192, Location: 1.2S OF VALLEY SPRINGS (Lat: 43.569875, Lng: -96.471914), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 348 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 650 (year 2036), Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 487TH AVE, HWY 103
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $10,000, Total Project Cost: $218,000 ( Estimate for 2016)
Structure Number: 50330192, Location: 1.2S OF VALLEY SPRINGS (Lat: 43.569875, Lng: -96.471914), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 348 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 650 (year 2036), Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 487TH AVE, HWY 103
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $10,000, Total Project Cost: $218,000 ( Estimate for 2016)
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Structure Number: 50330205, Location: 2.5S VALLEY SPRINGS (Lat: 43.552472, Lng: -96.472419), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 369 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 500 (year 2036), Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: 487TH AVE, HWY 103
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $10,000, Total Project Cost: $223,000 ( Estimate for 2016)
Structure Number: 50330205, Location: 2.5S VALLEY SPRINGS (Lat: 43.552472, Lng: -96.472419), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 369 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 500 (year 2036), Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: 487TH AVE, HWY 103
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $10,000, Total Project Cost: $223,000 ( Estimate for 2016)
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Structure Number: 50330206, Location: 2.6S VALLEY SPRINGS (Lat: 43.550217, Lng: -96.472419), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 367 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 500 (year 2036), Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: 487TH AVE, HWY 103
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: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $571,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50330206, Location: 2.6S VALLEY SPRINGS (Lat: 43.550217, Lng: -96.472419), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 367 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 500 (year 2036), Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: 487TH AVE, HWY 103
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: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $571,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5033118, Location: 0.1E VALLEY SPRINGS (Lat: 43.588458, Lng: -96.472111), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,167 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,500 (year 2036), Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 262ND ST, HWY 138
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Poor, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $330,000, Roadway Improvement Cost: $33,000, Total Project Cost: $554,000 ( Estimate for 2018)
Structure Number: 5033118, Location: 0.1E VALLEY SPRINGS (Lat: 43.588458, Lng: -96.472111), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,167 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,500 (year 2036), Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 262ND ST, HWY 138
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Poor, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $330,000, Roadway Improvement Cost: $33,000, Total Project Cost: $554,000 ( Estimate for 2018)
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Structure Number: 50335181, Location: 0.5E VALLEY SPRINGS (Lat: 43.588056, Lng: -96.460942), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.03m (9.94ft), Average Daily Traffic: 1,167 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,250 (year 2036), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK, Facility Carried by Structure: 262ND ST, HWY 138
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: 11.4m (37.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $798,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,196,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 50335181, Location: 0.5E VALLEY SPRINGS (Lat: 43.588056, Lng: -96.460942), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.03m (9.94ft), Average Daily Traffic: 1,167 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,250 (year 2036), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK, Facility Carried by Structure: 262ND ST, HWY 138
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: 11.4m (37.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $798,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,196,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5033814, Location: 2N & 5.8E CORSON (Lat: 43.645847, Lng: -96.456883), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 212 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 500 (year 2036), Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 258TH ST, HWY 130
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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $11,000, Total Project Cost: $248,000 ( Estimate for 2018)
Structure Number: 5033814, Location: 2N & 5.8E CORSON (Lat: 43.645847, Lng: -96.456883), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 212 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 500 (year 2036), Features Intersected: TRIB TO BEAVER CK, Facility Carried by Structure: 258TH ST, HWY 130
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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $11,000, Total Project Cost: $248,000 ( Estimate for 2018)
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Structure Number: 50320166, Location: 4.0 E SD 11 INTERCHANGE (Lat: 43.609083, Lng: -96.492211), Route carried "under" structure: Interstate 90, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 13,520 (year 2020), Truck Traffic: 18%, Features Intersected: I090, Facility Carried by Structure: 486 AVE (FAS 6347)
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 660.748, 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: 50320166, Location: 4.0 E SD 11 INTERCHANGE (Lat: 43.609083, Lng: -96.492211), Route carried "under" structure: Interstate 90, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 13,520 (year 2020), Truck Traffic: 18%, Features Intersected: I090, Facility Carried by Structure: 486 AVE (FAS 6347)
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 660.748, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.5m (64.0ft)