Bridge Statistics for Peever, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 157ft / 47.9mTotal length
- $8,560,000Total costs
- 48,749Total average daily traffic
- 13,347Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Peever
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11960-1969
- 91970-1979
- 101980-1989
- 11990-1999
- 12010-2019
- Bridge Condition - Deck
- 8.3%Good
- 75.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 8.3%Good
- 83.3%Satisfactory
- 8.3%Serious
- Bridge Condition - Substructure
- 33.3%Good
- 41.7%Satisfactory
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 25.0%Very good
- 62.5%Good
- 6.3%Fair
- 6.3%Poor
- Bridge Condition - Culverts
- 25.0%Very good
- 12.5%Good
- 25.0%Satisfactory
- 37.5%Fair
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Structure Number: 5510827, Location: 2.3W of Peever (Lat: 45.543906, Lng: -97.004353), Route carried "on" structure: County highway 6126, Year Built: 1929, Year Reconstructed: 1974, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 458 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 909 (year 2032), Design Load: H 15, Features Intersected: Creek, Facility Carried by Structure: 127th 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Poor, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5510827, Location: 2.3W of Peever (Lat: 45.543906, Lng: -97.004353), Route carried "on" structure: County highway 6126, Year Built: 1929, Year Reconstructed: 1974, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 458 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 909 (year 2032), Design Load: H 15, Features Intersected: Creek, Facility Carried by Structure: 127th 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Poor, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5511227, Location: 1.8W of Peever (Lat: 45.543881, Lng: -96.996450), Route carried "on" structure: County highway 6126, Year Built: 2017, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 254 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 254 (year 2032), Design Load: HL 93, Features Intersected: Creek, Facility Carried by Structure: 127th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 5511227, Location: 1.8W of Peever (Lat: 45.543881, Lng: -96.996450), Route carried "on" structure: County highway 6126, Year Built: 2017, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 254 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 254 (year 2032), Design Load: HL 93, Features Intersected: Creek, Facility Carried by Structure: 127th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 55114241, Location: 5.1 S SD 10 INTERCH (Lat: 45.585881, Lng: -96.989650), Route carried "on" structure: Interstate 29, Year Built: 1982, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: 124 ST, GOODWILL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 365.064, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55114241, Location: 5.1 S SD 10 INTERCH (Lat: 45.585881, Lng: -96.989650), Route carried "on" structure: Interstate 29, Year Built: 1982, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: 124 ST, GOODWILL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 365.064, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 55114252, Location: 1.8 N PEEVER INTERCH (Lat: 45.570181, Lng: -96.989647), Route carried "on" structure: Interstate 29, Year Built: 1981, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: AGENCY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.358, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55114252, Location: 1.8 N PEEVER INTERCH (Lat: 45.570181, Lng: -96.989647), Route carried "on" structure: Interstate 29, Year Built: 1981, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: AGENCY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.358, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 55115238, Location: 4.5 S SD 10 INTERCH (Lat: 45.589667, Lng: -96.989208), Route carried "on" structure: Interstate 29, Year Built: 1982, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 4,890 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 6,366 (year 2040), Design Load: HS 20+Mod, Features Intersected: SISSETON & MILBANK RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 365.498, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 26 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.8m (71.5ft)
Condition: Culverts: Fair, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $5,000,000, Roadway Improvement Cost: $2,000,000, Total Project Cost: $8,000,000
Structure Number: 55115238, Location: 4.5 S SD 10 INTERCH (Lat: 45.589667, Lng: -96.989208), Route carried "on" structure: Interstate 29, Year Built: 1982, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 4,890 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 6,366 (year 2040), Design Load: HS 20+Mod, Features Intersected: SISSETON & MILBANK RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 365.498, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 26 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.8m (71.5ft)
Condition: Culverts: Fair, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $5,000,000, Roadway Improvement Cost: $2,000,000, Total Project Cost: $8,000,000
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Structure Number: 55115241, Location: 5.1 S SD 10 INTERCH (Lat: 45.585933, Lng: -96.989208), Route carried "on" structure: Interstate 29, Year Built: 1982, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: 124 ST, GOODWILL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 365.064, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 55115241, Location: 5.1 S SD 10 INTERCH (Lat: 45.585933, Lng: -96.989208), Route carried "on" structure: Interstate 29, Year Built: 1982, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: 124 ST, GOODWILL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 365.064, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 55115252, Location: 1.8 N PEEVER INTERCH (Lat: 45.570433, Lng: -96.989208), Route carried "on" structure: Interstate 29, Year Built: 1981, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: AGENCY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.358, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55115252, Location: 1.8 N PEEVER INTERCH (Lat: 45.570433, Lng: -96.989208), Route carried "on" structure: Interstate 29, Year Built: 1981, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: AGENCY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.358, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 55115256, Location: 1.4 N PEEVER INTERCH (Lat: 45.564356, Lng: -96.989625), Route carried "on" structure: Interstate 29, Year Built: 1981, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: BR HINES CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.714, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55115256, Location: 1.4 N PEEVER INTERCH (Lat: 45.564356, Lng: -96.989625), Route carried "on" structure: Interstate 29, Year Built: 1981, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: BR HINES CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.714, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 55115267, Location: 0.3 N PEEVER INTERCH (Lat: 45.547581, Lng: -96.989183), Route carried "on" structure: Interstate 29, Year Built: 1978, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 4,890 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 6,366 (year 2040), Design Load: HS 20+Mod, Features Intersected: HINES CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 360.799, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 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: Fair, Inventory Rating: 98.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 55115267, Location: 0.3 N PEEVER INTERCH (Lat: 45.547581, Lng: -96.989183), Route carried "on" structure: Interstate 29, Year Built: 1978, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 4,890 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 6,366 (year 2040), Design Load: HS 20+Mod, Features Intersected: HINES CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 360.799, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 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: Fair, Inventory Rating: 98.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal 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: 5511527, Location: PEEVER INTERCHANGE (Lat: 45.543994, Lng: -96.989633), Route carried "on" structure: Interstate 29, Year Built: 1978, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: 127 ST (FAS)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 360.525, Lanes on structure: 2, Lanes under 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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5511527, Location: PEEVER INTERCHANGE (Lat: 45.543994, Lng: -96.989633), Route carried "on" structure: Interstate 29, Year Built: 1978, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: 127 ST (FAS)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 360.525, Lanes on structure: 2, Lanes under 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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 55115282, Location: 1.2 S PEEVER INTERCH (Lat: 45.526503, Lng: -96.989200), Route carried "on" structure: Interstate 29, Year Built: 1978, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,340 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 6,952 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIG SPRING CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.465, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018
Structure Number: 55115282, Location: 1.2 S PEEVER INTERCH (Lat: 45.526503, Lng: -96.989200), Route carried "on" structure: Interstate 29, Year Built: 1978, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,340 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 6,952 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIG SPRING CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.465, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018
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Structure Number: 5511529, Location: 2 S PEEVER INTERCH (Lat: 45.514767, Lng: -96.988853), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 8.91m (29.23ft), Average Daily Traffic: 254 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 254 (year 2040), Design Load: HS 20+Mod, Features Intersected: I029, Facility Carried by Structure: IRR 129 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5511529, Location: 2 S PEEVER INTERCH (Lat: 45.514767, Lng: -96.988853), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 8.91m (29.23ft), Average Daily Traffic: 254 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 254 (year 2040), Design Load: HS 20+Mod, Features Intersected: I029, Facility Carried by Structure: IRR 129 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 55115312, Location: 4.2 S PEEVER INTERCH (Lat: 45.483219, Lng: -96.989197), Route carried "on" structure: Interstate 29, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,340 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 6,952 (year 2040), Design Load: HS 20+Mod, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.669, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 99.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018
Structure Number: 55115312, Location: 4.2 S PEEVER INTERCH (Lat: 45.483219, Lng: -96.989197), Route carried "on" structure: Interstate 29, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,340 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 6,952 (year 2040), Design Load: HS 20+Mod, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.669, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 99.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018
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Structure Number: 55116256, Location: 1.4 N PEEVER INTERCH (Lat: 45.564597, Lng: -96.989211), Route carried "on" structure: Interstate 29, Year Built: 1981, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: BR HINES CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.714, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55116256, Location: 1.4 N PEEVER INTERCH (Lat: 45.564597, Lng: -96.989211), Route carried "on" structure: Interstate 29, Year Built: 1981, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: BR HINES CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.714, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5511627, Location: PEEVER INTERCHANGE (Lat: 45.543994, Lng: -96.989203), Route carried "on" structure: Interstate 29, Year Built: 1978, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: 127 ST (FAS)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 360.525, Lanes on structure: 2, Lanes under 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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5511627, Location: PEEVER INTERCHANGE (Lat: 45.543994, Lng: -96.989203), Route carried "on" structure: Interstate 29, Year Built: 1978, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 2,280 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 2,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: 127 ST (FAS)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 360.525, Lanes on structure: 2, Lanes under 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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 55130309, Location: 3.9S of Peever (Lat: 45.487236, Lng: -96.958547), Route carried "on" structure: County highway 6277, Year Built: 1931, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 271 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 271 (year 2032), Design Load: H 15, Features Intersected: Creek, Facility Carried by Structure: 462nd Avenue
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55130309, Location: 3.9S of Peever (Lat: 45.487236, Lng: -96.958547), Route carried "on" structure: County highway 6277, Year Built: 1931, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 271 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 271 (year 2032), Design Load: H 15, Features Intersected: Creek, Facility Carried by Structure: 462nd Avenue
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5513729, Location: 2S & 0.5E of Peever (Lat: 45.514692, Lng: -96.944003), Route carried "on" structure: Other road , Year Built: 1960, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 35 (year 2032), Features Intersected: Creek, Facility Carried by Structure: 129th 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Channel: Good, Operating Rating: 3.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $30,000, Total Project Cost: $560,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 5513729, Location: 2S & 0.5E of Peever (Lat: 45.514692, Lng: -96.944003), Route carried "on" structure: Other road , Year Built: 1960, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 35 (year 2032), Features Intersected: Creek, Facility Carried by Structure: 129th 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Channel: Good, Operating Rating: 3.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $30,000, Total Project Cost: $560,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 5513827, Location: 0.8E of Peever (Lat: 45.543786, Lng: -96.941042), Route carried "on" structure: County highway 6126, Year Built: 1991, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 285 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 285 (year 2032), Design Load: HS 20+Mod, Features Intersected: Jorgenson River, Facility Carried by Structure: 127th 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 5513827, Location: 0.8E of Peever (Lat: 45.543786, Lng: -96.941042), Route carried "on" structure: County highway 6126, Year Built: 1991, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 285 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 285 (year 2032), Design Load: HS 20+Mod, Features Intersected: Jorgenson River, Facility Carried by Structure: 127th 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 5515125, Location: 2N & 2E of Peever (Lat: 45.572375, Lng: -96.914964), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 68 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 68 (year 2032), Design Load: HS 20, Features Intersected: Jorgenson River, Facility Carried by Structure: 125th Street
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: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5515125, Location: 2N & 2E of Peever (Lat: 45.572375, Lng: -96.914964), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 68 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 68 (year 2032), Design Load: HS 20, Features Intersected: Jorgenson River, Facility Carried by Structure: 125th Street
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: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5515227, Location: 2.2E of Peever (Lat: 45.543633, Lng: -96.913244), Route carried "on" structure: County highway 6126, Year Built: 1939, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 198 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 198 (year 2032), Design Load: H 10, Features Intersected: Jorgenson River, Facility Carried by Structure: 127th Street
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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5515227, Location: 2.2E of Peever (Lat: 45.543633, Lng: -96.913244), Route carried "on" structure: County highway 6126, Year Built: 1939, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 198 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 198 (year 2032), Design Load: H 10, Features Intersected: Jorgenson River, Facility Carried by Structure: 127th Street
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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55114241, Location: 5.1 S SD 10 INTERCH (Lat: 45.585881, Lng: -96.989650), Route carried "under" structure: County highway , Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 145 (year 2020), Truck Traffic: 1%, Features Intersected: 124 ST, GOODWILL CK, Facility Carried by Structure: IRR I029 S
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.4m (37.4ft)
Structure Number: 55114241, Location: 5.1 S SD 10 INTERCH (Lat: 45.585881, Lng: -96.989650), Route carried "under" structure: County highway , Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 145 (year 2020), Truck Traffic: 1%, Features Intersected: 124 ST, GOODWILL CK, Facility Carried by Structure: IRR I029 S
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.4m (37.4ft)
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Structure Number: 55115241, Location: 5.1 S SD 10 INTERCH (Lat: 45.585933, Lng: -96.989208), Route carried "under" structure: County highway , Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 145 (year 2020), Truck Traffic: 1%, Features Intersected: 124 ST, GOODWILL CK, Facility Carried by Structure: IRR I029 N
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.4m (37.4ft)
Structure Number: 55115241, Location: 5.1 S SD 10 INTERCH (Lat: 45.585933, Lng: -96.989208), Route carried "under" structure: County highway , Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 145 (year 2020), Truck Traffic: 1%, Features Intersected: 124 ST, GOODWILL CK, Facility Carried by Structure: IRR I029 N
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.4m (37.4ft)
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Structure Number: 5511527, Location: PEEVER INTERCHANGE (Lat: 45.543994, Lng: -96.989633), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 1,298 (year 2020), Truck Traffic: 1%, Features Intersected: 127 ST (FAS), Facility Carried by Structure: IRR I029 S
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 5511527, Location: PEEVER INTERCHANGE (Lat: 45.543994, Lng: -96.989633), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 1,298 (year 2020), Truck Traffic: 1%, Features Intersected: 127 ST (FAS), Facility Carried by Structure: IRR I029 S
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 5511529, Location: 2 S PEEVER INTERCH (Lat: 45.514767, Lng: -96.988853), Route carried "under" structure: Interstate 29, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 5,340 (year 2020), Truck Traffic: 22%, Features Intersected: I029
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 357.307, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 5511529, Location: 2 S PEEVER INTERCH (Lat: 45.514767, Lng: -96.988853), Route carried "under" structure: Interstate 29, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 5,340 (year 2020), Truck Traffic: 22%, Features Intersected: I029
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 357.307, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 5511627, Location: PEEVER INTERCHANGE (Lat: 45.543994, Lng: -96.989203), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 1,298 (year 2020), Truck Traffic: 1%, Features Intersected: 127 ST (FAS), Facility Carried by Structure: IRR I029 N
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 5511627, Location: PEEVER INTERCHANGE (Lat: 45.543994, Lng: -96.989203), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 1,298 (year 2020), Truck Traffic: 1%, Features Intersected: 127 ST (FAS), Facility Carried by Structure: IRR I029 N
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft)